Research - Introduction

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Education :

1980 : Graduate from The University of Tokyo (Dept. of Civil Eng.)

1982 : Master degree from The University of Tokyo (Dept. of Civil Eng.)

1985 : Doctor of Engineering from The University of Tokyo (Dept. of Civil Eng.)

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Work experiences :

1982 : Assistant Lecturer at Nagaoka Tech. University (Civil Eng.)

1985 : Assistant Lecturer at the University of Tokyo (Civil Eng.)

1986 : Associate Prof. at the University of Tokyo (Civil Eng.)

1990 : Associate Prof. at Asian Institute of Technology (Thailand)

1993 : Associate Prof. at Engineering Research Institute, Univ. of Tokyo

1996 : Professor, Graduate School of Engineering, Univ. of Tokyo (Civil)

2000-2002 : Department Chairman (Civil)

2014-at present : Distinguished Professor, Graduate School of Engineering, Univ. of Tokyo (Civil)

2015- : Asian Institute of Technology, Distinguished Adjunct Professor

2016- : Tan Swan Beng Endowed Professor at Nanyang Technological University in Singapore

2017- : Professor, Graduate School of Urban Innovation, Yokohama National University

2008-2011: Director, Office of International Cooperation and Exchange, School of Engineering

2011-2015.3: Director, Center for International Affairs, Institute for Innovation In International Engineering Education

2011-2014: Director, Hongo office, International Center, The University of Tokyo

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Lecture :

A company and management of technology (for undergraduate)

Design and performance collation (for undergraduate)

Nonlinear mechanics of reinforced concrete (for postgraduate)

Advanced structural design (for postgraduate)

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Research :

Constitutive laws for concrete and reinforced concrete.

Nonlinear mechanics of reinforced concrete.

Nonlinear dynamic analysis and seismic design of RC.

Solid-liquid multi-phase mechanics of porous media.

Cementitious high performance concrete.

Thermo-dynamics of concrete.

Mass transport in cementitious porous. media

Multi-scale dynamics of structural concrete, soil foundations and water.....

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Academic & Social activities :

Member, Concrete committee of JSCE

Chairman, JSCE Technical Committee on Fly Ash Utility

Vice Chairman, JCI Technical Steering Committee

Vice Chairman, Bridge Engineering Committee of Tokyo Metropolis Highwayy

Scientific Member of WGs and sub-committees, Nuclear Safety Commission of Japan

Board Member, International Press-in Association ;;;;

Members of committees related to highways, railways, energy facilities, constructions.

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Awards :

1. Japan Concrete Institute Award (research), 1984

2. Incentive Award from Japan Society of Civil Engineers, 1985

3. The best presenter of the year from Japan Concrete Institute, 1989

4. Yoshida Award from Japan Society of Civil Engineers (with Suzuki and Okamura), 1991

5. Thesis Award from Japan Society of Civil Engineers, 1994

6. Nikkei BP Technology award (with Okamura, Ozawa and Kunishima), 1994

7. Book of the Year Award from Japan Society of Civil Engineers (with Okamura and Ozawa), 19955

8. Innovative Technique Award from Japan Society of Civil Engineers (with Okamura and Ozawa), 1995

9. Yoshida Award from Japan Society of Civil Engineers (with Kishi), 1996

10. CONCRETE AWARD RCA-Singapore (with An), 1996

11. Thesis Award from Japan Society of Civil Engineers (with A. Shawky), 1997

12. Japan Concrete Institute Award (research) (with Cuaube, Kishi and Ishida), 1997

13. Yoshida Award from Japan Society of Civil Engineers (with Ishida), 2000

14. Yoshida Award from Japan Society of Civil Engineers (with B. Hauke), 2001

15. Thesis Award from Japan Society of Civil Engineers (with Kishi and Ishida), 2002

16. Best three papers of the year from Journal of Advanced Concrete Technology, 2003333

17. Japan Concrete Institute Award (research) (with Kishi and Ishida), 2004

18. Best three papers of the year from Journal of Advanced Concrete Technology, 20044

19. The best paper of the year from Japan Prestressed Concrete Engineering Association (with Kakuya, Tsutsumi and Kano), 2004

20. Thesis Award from Japan Society of Civil Engineers (with Ishida, Zhu and Asamoto), 2005

21. Best three papers of the year from Journal of Advanced Concrete Technology, 20055

22. Japan Concrete Institute Award (research) (with Kukrit T.), 2006

23. IPA research grant award (with Uchimura), 2007

24. IPA research grant award (with Nagai), 20088

25. Best three papers of the year from Journal of Advanced Concrete Technology (with Nagai), 2008

26. Japan Concrete Institute Award (research) (with Gebreyouhannes, Chijiwa and Fujiyama), 2009

27. Outstanding Paper Award from Society for Social Management Systems (with Fujiyama and Gebreyouhannes), 2010

28. Best three papers of the year from Journal of Advanced Concrete Technology (with Dr. B. Suryanto and Dr. K. Nagai), 2010

29. Japan Concrete Institute Award (research) (with Nagai and Suryanto), 2011

30. Distinguished Service Award from Japan Society of Civil Engineers ,2011

31. Tanaka Award from Japan Society of Civil Engineers (with Fujiyama and Sakurai), 2011

32. Book of the Year Award from Japan Society of Civil Engineers (with Ishida and Kishi), 2011

33. 23th Small and medium enterprises New technology & new products Awards -Academia Partnership Special Award-, 2011

34. Three outstanding papers of the year 2011, Journal of Advanced Concrete Technology, JCI (with Dr. Gebreyouhannes) 2011

35. Japan Concrete Institute Award (research) (with Gebreyouhannes), 2012

36. Three outstanding papers of the year 2012, Journal of AdvancedConcrete Technology, JCI (with Ohno, Chijiwa and Suryanto) 2012

37. Japan Concrete Institute Award (condribution), 2013

38. Japan Concrete Institute Award (research) (with Ohno, Chijiwa and Suryanto), 2013

39. Three outstanding papers of the year 2013, Journal of Advanced Concrete Technology, (with Fujiyama, Tang, An)

(http://www.j-act.org/4q.html) 2013
40. Japan Concrete Institute Award (research) (with Anh, Fujiyama and Tang), 2014

41. ACF2014 Best Paper Award (with Takahashi, Shibata), 2014
42. Dean's Award(Special Section), Graduate School of Engineering, The University of Tokyo, 2016
43. Three outstanding papers of the year 2016, Journal of Advanced Concrete Technology, (with Xiaoxu Zhu, Nobuhiro Chijiwa, Shigeru Tanabe), 2016
44. Three outstanding papers of the year 2017, Journal of Advanced Concrete Technology, (with Yasushi Tanaka and Yuya Takahashi), 2017, (http://www.j-act.org/4.html)　

45. Japan Concrete Institute Award (research) (with Tanaka, Takahashi), 2018
46. Three outstanding papers of the year 2018, Journal of Advanced Concrete Technology, (with Yuya Takahashi, Yasushi Tanaka, 2018
47. Japan Concrete Institute Award (research) (with Takahashi, Tanaka), 2019

48. Three outstanding papers of the year 2020, Journal of Advanced Concrete Technology, (with Keitai Iwama, Kazuaki Higuchi, 2020
49. Japan Concrete Institute Award (research) (with Iwama, Higuchi), 2021　

50. Best Research Award, Yokohama National University, 2022

51. JSCE Yoshida Award (Outstanding Research Achievement), 2023

52. Excellence Award of the 7th Infrastructure Maintenance Award, 2024

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Books :

1. Lifetime assessment of structural concrete: Multi-scale and multi-chemo-mechanistic approach, Life-Cycle Civil Engineering: Innovation, Theory and Practice, K. Maekawa, Z. Wang and T. Ishida, Taylor and Francis, 2021; DOI:10.1201/9780429343292-6.

2. Multi-Scale Modeling of Structural Concrete, K. Maekawa, T. Ishida and T. Kishi, Taylor and Francis, 2008.

3. Practitoners' guide to finite element modeling of reinforced structures, S. Foster, F. Vecchio and K. Maekawa (Eds), Bulletin 45, fib, 2008.

4. Stock Management for Sustainable Urban Regeneration (Chapter 7), Fujino and Noguchi (Eds), Springer, 2008.

5. Creep, Shrinkage and Durability Mechanics on Concrete and Concrete Structures, Tanabe, T., Sakata, K., Mihashi, H., Sato, R., Maekawa, K. and Nakamura, H. (Eds), CRC Press, US, 2008.

6. Nonlinear Mechanics of Reinforced Concrete, K. Maekawa, A. Pimanmas and H. Okamura, SPON Press, 2003.

7. Modeling of Concrete Performance, K. Maekawa, R. P. Choube and T. Kishi, E & FN SPON, 1999.

8. Self-compacting high performance concrete, ed Okamura, H., 1999.

9. High Performance Concrete, Okamura, H., Maekawa, K. and Ozawa, K., Giho-do (Tokyo), 1993.

10. Nonlinear Analysis and Constitutive Models of Reinforced Concrete, Okamura, H. and Maekawa, K., Giho-do (Tokyo), 1991.

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Technical papers :

2024	Keitai Iwama, Ming-Feng Kai, Jian-Guo Dai, Peng Zhang, Peng Wang, Chi-Sun Poon, Christopher Kin-Ying Leung, Koichi Maekawa (2024). Physicochemical-mechanical simulation of the short- and long-term performance of FRP reinforced concrete beams under marine environments, Engineering Structures, 308(1), 118051, DOI: 10.1016/j.engstruct.2024.118051
2024	Tang, B. H., Maekawa, K. and Tan, K. H. (2024). Electrochemical Corrosion Kinetics of Steel Bars in Pseudo-Transparent Concrete under Different Alkaline Properties and Chloride Contamination Levels, Construction and Building Materials, Vol.421, DOI: 10.1016/j.conbuildmat.2024.135636.
2023	Wang, Z., Abduljabbar Yaseen, S., Maekawa, K., Leung, C.K., Poon, C.S. and Li, Z. (2023). Performance assessment of seawater fly ash cement paste with integrated physicochemical- geochemical simulation platform and experimental validation, Journal of Building Engineering, 79, 15 November, 107802: https://doi.org/10.1016/j.jobe.2023.107802
	Wang Z, Gong F, Maekawa K. Multi-scale and multi-chemo-physics lifecycle evaluation of structural concrete under environmental and mechanical impacts, Journal of Intelligent Construction, 2023, https://doi.org/10.26599/JIC.2023.9180003
	Gong F, Sun X, Takahashi Y, Maekawa, K., Ji, W. (2023). Computational modeling of combined frost damage and alkali-silica reaction on the durability and fatigue life of RC bridge decks, Journal of Intelligent Construction, 2023, https://doi.org/10.26599/JIC.2023.9180001
	H.T. Bui, K. Maekawa, K.H. Tan, Microcell and macrocell corrosion of steel bars in reinforced concrete slabs under different corrosive environments and cathode/anode configurations, Cement and Concrete Composites (2023), doi: https://doi.org/10.1016/j.cemconcomp.2023.104989.
	Zhao Wang, Koichi Maekawa, Fuyuan Gong (2023). Space Averaging of Electric Field accompanying Corrosion of Reinforcement and its Verification by Pseudo-Concrete, Journal of Advanced Concrete Technology, 21(1),25-41, http://doi.org/10.3151/jact.21.25
	Yizhan Peng, Fuyuan Gong, Zhao Wang, Yuxi Zhao, Weiliang Jin, Tao Meng, Koichi Maekawa (2023). Experimental study on time-dependent DC resistivity of cement-based material considering microstructure and ion concentration, Construction and Building Materials, 363, 129830. https://doi.org/10.1016/j.conbuildmat.2022.129830
2022	Bin Zeng, Yuzhou Wang, Fuyuan Gong and Koichi Maekawa (2022). Corrosion-Induced Cracking Pattern Analysis of RC Beam under Sustained Load Considering the Poromechanical Characteristics of Corrosion Products, Buildings, 12(12), 2256; https://doi.org/10.3390/buildings12122256.
	Bin Zeng, Yiping Yang, Fuyuan Gong and Koichi Maekawa (2022). Corrosion Crack Morphology and Creep Analysis of Members Based on Meso-Scale Corrosion Penetration, Materials, 15(20), 7338: https://doi.org/10.3390/ma15207338.
	Edom Zewdie, Masoud Soltani, Koichi Maekawa (2022). Extended Multi-directional Crack Model Applied to the RC Precast Joint Interface with Shear Dowel, Journal of Advanced Concrete Technology, 20(8), 535-549, https://doi.org/10.3151/jact.20.535.
	Zhao Wang, Koichi Maekawa, Hiroki Takeda, Fuyuan Gong (2022). Multi-ion kinetics in pseudo-concrete electrolyte associated with macro-cell corrosion, Cement and Concrete Composites, https://doi.org/10.1016/j.cemconcomp.2022.104690.
	Fuyuan Gong, Stefan Jacobsen, Pengfei Li, Zhao Wang, KoichiMaekawa, Marcin Koniorczyk (2022).Modeling of path-dependent phase change in sorption and freezing of pore water for cementitious materials, Journal of Building Engineering, 57(1), 104969, https://doi.org/10.1016/j.jobe.2022.104969
	Yuto Yamanoi and Koichi Maekawa (2022). Disintegration of low and normal strength concrete in shear localized bands and its constitutive modeling, Engineering Structures, Vol.266, 114593, https://doi.org/10.1016/j.engstruct.2022.114593
	H. Nitta, S. Ito, T. Otsuka, S. Konishi, K. Tsuno, Satoshi Tsuchiya, Koichi Maekawa (2022). Investigation of the seismic performance of the complicated tunnel sections with non-uniform heights, Geotechnical Aspects of Underground Construction in Soft Ground (chapter), CRC Press, https://doi.org/10.1201/9780429321559
	Yizhan Peng, Zhao Wang, Fuyuan Gong, Yuxi Zhao, Tao Meng, Weiliang Jin and Koichi Maekawa (2022). Spatial characteristics of stray current corrosion of reinforcing bars in pseudo concrete, Structural Concrete, Journal of fib, Wiley, June 2022, https://doi.org/10.1002/suco.202200164
	Muhammad Talha-Ghafoor, Chikako Fujiyama and Koichi Maekawa (2022). Hardened Mechanical Properties of Self Compacting Geopolymer Mortar, Journal of Advanced Concrete Technology, 20(4):287-299, https://doi.org/10.3151/jact.20.287
	Pengfei Li, Ni Tan, Xuehui An, Koichi Maekawa, Mingqian Ren (2022). Effect of Multi-directional Restraint Induced by Reinforced Steel Bars on ASR Expansion and Bond Performance, Journal of Advanced Concrete technology, 20(4), 342-358, https://doi.org/10.3151/jact.20.342
	Xi Ji,Yuya Takahashi, Takuya Maeshima, Ichiro Iwaki and Koichi Maekawa (2022). Simulation of concrete structures deformation affected by alkali?silica reaction considering environmental conditions and multiaxial stress state, Structure and Infrastructure Engineering, Taylor and Francis, https://doi.org/10.1080/15732479.2022.2063905
	Keitai Iwama and Koichi Maekawa (2022). Modelling of carbonation, de-carbonation and re-carbonation processes of structural concrete subjected to high temperature heating, Cement and Concrete Composite, https://doi.org/10.1016/j.cemconcomp.2022.104493
	Y.Z. Wang, Y.X. Zhao, F.Y. Gong, J.F. Dong, Koichi Maekawa (2022). Developing a three-dimensional finite element analysis approach to simulate corrosion-induced concrete cracking in reinforced concrete beams, Engineering Structures, Volume 257,114072, https://doi.org/10.1016/j.engstruct.2022.114072
	Pengfei Li, Zhengshi Jiang, Xuehui An, Koichi Maekawa, Sanlin Du (2022). Time-dependent retardation effect of epoxy latexes on cement hydration: Experiments and multi-component hydration model, Construction and Building Materials, Vol.320 (2022), https://doi.org/10.1016/j.conbuildmat.2021.126282
2021	Huy Tang Buia, KoichiMaekawa, Kang Hai Tan (2021). Analytical model of corrosion-induced cracks in concrete considering time-varying deformations of layers, mechanical properties of rust, Construction and Building Materials, 316(17), https://doi.org/10.1016/j.conbuildmat.2021.125883
	Muhammad Talha Ghafoor, Chikako Fujiyama, Koichi Maekawa (2021). Mix Design Processing for Self Compacting Geopolymer Mortar, Journal of Advanced Concrete Technology, 19(11), 1133-1147, https://doi.org/10.3151/jact.19.1133
	Zhao Wang and Koichi Maekawa (2021). Lifetime assessment of structural concrete ? multi-scale integrated hygro-thermal-chemo-electrical-mechanistic approach and statistical evaluation, Structures and Infrastructure Engineering, https://doi.org/10.1080/15732479.2021.1995443
	Yuto Yamanoi, Takashi Miura, Masoud Soltani, Koichi Maekawa (2021). Multi-directional fixed crack model extended to masonry structures, Journal of Advanced Concrete Technology, 19(9), 977-987. https://doi.org/10.3151/jact.19.977
	Higuchi,K., Iwama,K. andf Maekawa,K.(2021). Remaining Shear Capacity of Fire-Damaged High Strength RC Beams after Moist Curing, Journal of Advanced Concrete Technology, 19(8), 897-912, https://doi.org/10.3151/jact.19.897
	Zhao Wang, Koichi Maekawa, Hiroki Takeda, Fuyuan Gong (2021). Numerical simulation and experiment on the coupled effects of macro-cell corrosion and multi-ion equilibrium with pseudo structural concrete, Cement and Concrete Composites, Vol.123, https://doi.org/10.1016/j.cemconcomp.2021.104181
	Fuyuan Gong, Zhao Wang, Jin Xia, Koichi Maekawa (2021). Coupled thermo-hydro-mechanical analysis of reinforced concrete beams under the effect of frost damage and sustained load, Structural Concrete, fib, 1-16, https://doi.org/10.1002/suco.202100170
	Wenteng Huang, Fuyuan Gong, Weiliang Jin and Koichi Maekawa (2021). Numerical analysis of high and low cycle flexural fatigue for reinforced concrete beams under full range of varying amplitudes, Structural Concrete, International Federation for Structural Concrete, 22. https://doi.org/10.1002/suco.202100074
	Hiroaki Aoki, Fan Shu, Yuto Yamanoi, Ren Mingqian, Hideaki Takahashi, Koichi Maekawa (2021). Failure mode of deteriorated concrete tunnel sections under subsidence and localised shear, Structures and Buildings, Institution of Civil Engineers, pp.1-37, https://doi.org/10.1680/jstbu.20.00150
	Keitai Iwama, Yushi Kato, Shigeaki Baba, Kazuaki Higuchi, Koichi Maekawa (2021). Accelerated Moisture Transport through Local Weakness of High-Strength Concrete Exposed to High Temperature, Journal of Advanced Concrete Technology, 19(2), 106-117. https://doi.org/10.3151/jact.19.106
	Ahmed, A., Mohammed, A.M.Y and Maekawa, K. (2021).Performance Comparison of High Strength Reinforced Concrete Circular and Square Columns Subjected to Flexural Controlled Cyclic Loading, Civil Enginneering Journal, 7(1), 83-97. https://doi.org/10.28991/cej-2021-03091639
	Ahmed, A., Mohammed, A.M.Y. & Maekawa, K. Correlation of High Cycle Fatigue Behavior of Circular and Square Reinforced Concrete Columns Subjected to Shear Controlled Cyclic Loading. KSCE J Civ Eng (2021), https://doi.org/10.1007/s12205-021-0850-y
2020	Yamanoi, Y. and Maekawa, K. (2020). Shear Bifurcation and Gravelization of Low-Strength Concrete, Journal of Advanced Concrete Technology, 18(12), 767-777.
	Otsuka, T., Sasaki, K., Nitta, H., Kopnishi, S., Tsuno, K., Sanagawa, T., Tsuchiya, S., Maekawa, K. (2020). Research on earthquake dynamic behavior of uneven multi-section subway tunnel in transverse direction, Soils and Foundations, https://doi.org/10.1016/j.sandf.2020.06.005
	Mehboob Rasul, Akira Hosoda and Koichi Maekawa (2020). Prediction of maximum thermal crack width of RC abutments utilizing actual construction data and study on influential parameters using neural networks, Construction and Building Materials, 260(10). : https://doi.org/10.1016/j.conbuildmat.2020.120477
	Mohammed, A.M.Y., Ahmed, A. and Maekawa, K. Comparative Nonlinear Behavior of Corroded Circular and Square RC Columns. KSCE J Civ Eng (2020). https://doi.org/10.1007/s12205-020-1730-6
	Keitai Iwama, Kazuaki Higuchi, Koichi Maekawa (2020). Thermo-Mechanistic Multi-Scale Modeling of Structural Concrete at High Temperature, Journal of Advanced Concrete Technology, 18(5), 272-293: https://doi.org/10.3151/jact.18.272
	Pengfei Li, Ni Tan, Xuehui An, Koichi Maekawa, Zhengshi Jiang (2020). Restraint Effect of Reinforcing Bar on ASR Expansion and Deterioration Characteristic of the Bond Behavior, Journal of Advanced Concrete Technology, 18(4), 192-210.https://doi.org/10.3151/jact.18.192
	Halwan Alfisa Saifullah, Kenichiro Nakarai, Nobuhiro Chijiwa, Koichi Maekawa, Stefanus Kristiawan (2020). Influence of Longitudinal Reinforcement Ratio on Shear Strength of RC Slender Beam Under Different Loading Rates, Applied Mechanics and Materials, Vol.897, 91-97.https://doi.org/10.4028/www.scientific.net/AMM.897.91
	Gong, F., Takahashi, Y., Segawa, I. and Maekawa, K. (2020): Mechanical properties of concrete with smeared cracking by alkali-silica reaction and freeze-thaw cycles, Cement and Concrete Composites.https://doi.org/10.1016/j.cemconcomp.2020.103623
	Huu Quoc Hung Nguyen and Koichi Maekawa (2020). Multi-Scale Simulation for Fatigue Life Evaluation of Concrete Pavement subjected to Moving Load under Dry and Wet Conditions, Jounal of Advanced Concrete Technology, 18(3), 95-115.
	Iwama, K., Higuchi, K. and Maekawa, K. (2020). Model-Based Assessment of Long-Term Serviceability and Fire Resistance for Underground Reinforced Concrete Ducts, Structural Engineering International, IABSE.https://doi.org/10.1080/10168664.2019.1709607
2019	Eissa Fathalla, Yasushi Tanaka, and Koichi Maekawa (2019). Fatigue lifetime prediction of newly constructed RC road bridge decks, Journal of Advanced Concrete Technology, 17(12), 715-727. https://doi.org/10.3151/jact.17.715
	Hung, N.H.Q., Komatsu, S. and Maekawa, K. (2019). High-cycle fatigue interaction between soil foundation and concrete slab under moving wheel-type loads, Engineering Structures, https://doi.org/10.1016/j.engstruct.2019.109931
	Maekawa, K., Okano, Y. and Gong, F.(2019). Space-Averaged Non-Local Analysis of Electric Potential for Polarization Reactions of Reinforcing Bars in Electrolytes, Journal of Advanced Concrete Technology 17(11):616-627, DOI:10.3151/jact.17.616.
	Mohammed, A.M.Y., Ahmed, A. and Maekawa, K., (2019) "Performance Comparison of Circular and Square RC Columns under Monotonic Loading Conditions, KSCE Journal of Civl Engineering, 23(1), 210-216, https://doi.org/10.1007/s12205-018-0621-6
	Eissa Fathalla, Yasushi Tanaka and Koichi Maekawa (2019). Effect of Crack Orientation on Fatigue Life of Reinforced Concrete Bridge Decks, Applied Sciences, 9(8), 1644; https://doi.org/10.3390/app9081644
	Mingqian Ren, Fuyuan Gong and Koichi Maekawa (2019). Numerical investigation and design of reinforced concrete beams with non-uniform frost damage on the compression and tension sides, Journal of Structure and Infrastructure Engineering Maintenance, Management, Life-Cycle Design and Performance. https://doi.org/10.1080/15732479.2019.1593466
	Gong, F. and Maekawa, K. (2019). Proposal of poro-mechanical coupling among ASR, corrosion and frost action for damage assessment of structural concrete with water, Engineering Structures, vol. 188, 418-429: https://doi.org/10.1016/j.engstruct.2019.03.036
	Fathalla, E., Tanaka, Y. and Maekawa, K. (2019). Fatigue Life of RC Bridge Decks Affected by Non-Uniformly Dispersed Stagnant Water, Applied Science, 9(3); https://doi.org/10.3390/app9030607
	Fathalla, E., Tanaka, Y., Maekawa, K. and Sakurai, A. (2019). Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks under Stagnant Water, Journal of Advanced Concrete Technology 17(1):16-33, DOI: 10.3151/jact.17.16
2018	Fuyuan Gong, Yuya Takahashi, Koichi Maekawa, (2018) "Multi-scale computational modeling for concrete damage by mixed pore pressures - case of coupled alkali-silica reaction and cyclic freeze/thaw", Engineering Computations, https://doi.org/10.1108/EC-11-2017-0431
	Fathalla, E., Tanaka, Y., Maekawa, K. and Sakurai, A. (2018). Quantitative Deterioration Assessment of Road Bridge Decks Based on Site Inspected Cracks, Applied Sciences, 8(7). DOI: 10.3390/app8071197
	Gong, F., Ren, M. and Maekawa, K. (2018). Simulation of spatially non-uniform frost damage in RC beams under various exposure and confining conditions, Engineering Structures, 176, 859-870. https://doi.org/10.1016/j.engstruct.2018.09.044
	Eissa Fathalla, Yasushi Tanaka, Koichi Maekawa (2018). Remaining fatigue life assessment of in-service road bridge decks based upon artificial neural networks, Engineering Structures, 171, 602-616: https://www.sciencedirect.com/science/article/pii/S0141029618306163
	Maekawa, K., Tanaka, Y. and Eissa Fathalla (2017): Fatigue Life Assessment of Existing RC Bridge Decks in the Era of Society 5.0 (Invited), Journal of Structures and Materials in Civil Engineering, KABSE-JSCE Kyushu, Vol.33, 1-8, ISSN 1340-2579. <pdf>
	Yuya Takahashi, Yasushi Tanaka, Koichi Maekawa (2018) "Computational Life Assessment of ASR-damaged RC Decks by Site-Inspection Data Assimilation" Journal of Advanced Concrete Technology, 16(1), 46-60. <pdf>
	Nobuhiro Chijiwa, Shuntaro Hayasaka, Koichi Maekawa (2018). "Long-Term Differential and Averaged Deformation of Box-Type Pre-stressed Concrete Exposed to Natural Environment." Journal of Advanced Concrete Technology, 16(1), 1-17. <pdf>
	Gong, F. and Maekawa, K. (2018). Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics, Engineering Structures, Volume 156, 1 February, 522-536 <pdf>
	Kunieda, M., Zhu, X., Nakajima, Y. and Maekawa, K. (2018). Ageing in Shallow Underground RC Culverts and Tunnels, The Ageing of Materials and Structures, pp.81-94, DOI10.1007/978-3-319-70194-3_7
2017	H. A. Saifullah, K. Nakarai, V. Piseth and K. Maekawa (2017). Shear Creep Failures of Reinforced Concrete Slender Beams without Shear Reinforcement, ACI Structural Journal, January, DOI: 10.14359/51700916
	Ryota Kurihara, Nobuhiro Chijiwa, Koichi Maekawa (2017). Thermo-Hygral Analysis on Long-Term Natural Frequency of RC Buildings with Different Dimensions, Journal of Advanced Concrete Technology, 15(8), 381-396. http://doi.org/10.3151/jact.15.381 <pdf>
	Xun Han, Xuehui An, Koichi Maekawa (2017). Hygro-Gradient Model for Permeability of Unsaturated Cementitious Composites, Journal of Advanced Concrete Technology, 15(8), 407-425. http://doi.org/10.3151/jact.15.407 <pdf>
	Tanaka, Y., Takahashi, Y. and Maekawa, K. (2017). Remaining Fatigue Life Assessment of Damaged RC Decks -Data Assimilation of Multi-scale Model and Site Inspection-, Journal of Advanced Concrete Technology, 15(7), 328-345. <pdf>
	Gong, F., Takahashi, Y. and Maekawa, K. (2017). Strong Coupling of Freeze-Thaw Cycles and Alkali Silica Reaction - Multi-scale Poro-mechanical Approach to Concrete Damages, Journal of Advanced Concrete Technology, 15(7), 346-367. <pdf>
	Bugalia, N. and Maekawa, K. (2017). Time-Dependent Capacity of Large Scale Deep Beams under Sus-tained Loads, Journal of Advanced Concrete Technology, 15(7), 314-327. <pdf>
	Yasushi Tanaka, Koichi Maekawa, Takuya Maeshima, Ichiro Iwaki, Takahiro Nishida, and Tomoki Shiotani (2017): Data Assimilation for Fatigue Life Assessment of RC Bridge Decks Coupled with Path-Integral-Mechanistic Model and Non-Destructive Inspection, Journal of Disaster Research, 12(3), 422-431. doi:10.20965/jdr.2017.p0422 <pdf>
2016	Takahashi, Y., Ogawa, S., Tanaka, Y. and Maekawa, K. (2016). "Scale-Dependent ASR Expansion of Concrete and Its Prediction coupled with Silica Gel Generation and Migration" Journal of Advanced Concrete Technology, 14(8), 444-463. <pdf>
	Esayas Gebreyouhannes, Koichi Maekawa (2016). Nonlinear Gel Migration in Cracked Concrete and Broken Symmetry of Corrosion Profiles, Journal of Advanced Concrete Technology, 14(6), 271-286. <pdf>
	Maekawa, K. and Chijiwa, N. (2016): Multi-scale seismic simulation of RC building coupled with drying shrinkage and steel corrosion (Prenary), ID-111, 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-9), V.Saouma, J. Bolander and E. Landis (Eds). <pdf>
	JANUARTI Jaya Ekaputri, Maekawa, K. and Ishida, T. (2016). Experimental study on internal RH of BFS mortars at early age, Materials Science Forum, ISSN:1662-9752, Vol.857, 305-310., doi:10.4028/www.scientific.net/MSF.857.305 <pdf>
	Maekawa, K., Zhu, X., Chijiwa, N. and Tanabe, S. (2016). Mechanism of Long-Term Excessive Deformation and Delayed Shear Failure of Underground RC Box Culverts, Journal of Advanced Concrete Technology, 14(5), 183-204. 9 <pdf>
	Maekawa, K. (2016) Multi-scale modeling and asset management of concrete infrastructures, Proceedings of EASEC-13, 3-19 <pdf>
2015
	Chijiwa, N. and Maekawa, K. (2015). Thermo-hygral case-study on full scale RC building under corrosive environment and seismic actions, Journal of Advanced Concrete Technology, 13, 465-478 <pdf>
	Tanaka, Y., Takahashi, Y. and Maekawa, K. (2015). Computational Fatigue Life Assessment of Corroded Reinforced Concrete Beams, CONCREEP 10, Mechanics and Physics of Creep, Shrinkage and Durability of Concrete and Concrete Structures, 1308-1315 <pdf>
	Takahashi, Y., Shibata, K., Maruno, M. and Maekawa, K. (2015). Uniaxial Restraint Tests under High-Stress Conditions and a Chemo-Hygral Model for ASR Expansion, CONCREEP 10, Mechanics and Physics of Creep, Shrinkage and Durability of Concrete and Concrete Structures, 1061-1065 <pdf>
	Chijiwa,N., Zhu, X., Ohno, H., Tanabe, S., Nakarai, K. and Maekawa, K. (2015). Delayed Shear Crack Formation of Shallow RC Box Culverts in Service, CONCREEP 10, Mechanics and Physics of Creep, Shrinkage and Durability of Concrete and Concrete Structures, 1579-1586 <pdf>
	Piseth, V., Nakarai, K., Chijiwa, N. and Maekawa, K. (2015). Experimental Study on the Effects of a Loading Rate on the Shear Performance of an RC Beam, CONCREEP 10, Mechanics and Physics of Creep, Shrinkage and Durability of Concrete and Concrete Structures, 1561-1569 <pdf>
	Hiratsuka, Y. andf Maekawa, K. (2015). Multi-scale and multi-chemo-physics analysis applied to fatigue life assessment of strengthened bridge decks, XIII Int. Conf. on Computational Plasticity. Fundamentals and Applications, 596-607 <pdf>
	Takahashi, Y., Tanaka, Y. and Maekawa, K. (2015). Chemo-hygral model for ASR expansion and its effects on fatigue lives of bridge slabs, XIII Int. Conf. on Computational Plasticity. Fundamentals and Applications, 944-955 <pdf>
	Moshirabadi, S., Soltani, M. and Maekawa, K. (2015). Seismic interaction of underground RC ducts and neighboring bridge piers in liquefiable soil foundation, Acta Geotechnica,10(6), 761-780. <pdf>
	Maekawa, K., Ishida, T., Chijiwa, N. and Fujiyama, C. (2015): Multiscale Coupled-Hygromechanistic Approach to the Life-Cycle Performance Assessment of Structural Concrete, Journal of Materials in Civil Engineering, ASCE, 27(2), A4014003
	Soltani, M. and Maekawa, K. (2015): Numerical simulation of progressive shear localization and scale effect in cohesionless soil media, International Journal of Non-Linear Mechanics, 69(March), 1–13. <pdf>
2014
	Tang, X., Fujiyama, C., Shang, F., Maekawa, K. and An, X. (2014). Residual Fatigue Life Assessment of Damaged RC Bridge Slabs Based on Site-Inspection for Cracking: A Quantitative Discussion, Advances in Structural Engineering, 17(4), 481-494 <pdf>
	Ahmed Mohammed Youssef Mohammed and Maekawa, K. (2014): Stability Control of Rafted Pile Foundation Against Soil Liquefaction, Seismic Evaluation and Rehabilitation of Structures, Geotechnical, Geological and Earthquake Engineering, Volume 26,pp.441-453. DOI 10.1007/978-3-319-00458-7_25 <pdf>
	Tang, X., An, X. and Maekawa, K. (2014). Behavioral Simulation Model for SFRC and Application to Flexural Fatigue in Tension, Journal of Advanced Concrete Technology, 12(10), 352-362. <pdf>
	Gebreyouhannes, E., Yoneda, T., Ishida, T. and Maekawa, K. (2014). Multi-scale based Simulation of Shear Critical Reinforced Concrete Beams Subjected to Drying, Journal of Advanced Concrete Technology, 12(10), 363-377. <pdf>
	Gebreyouhannes, E., Takahashi, Y., Maekawa, K. (2014):A Poro-mechanical approach for Assesing the Structural Impacts of Corrosion in Reinforced Concerete Members, Proceedings of the 1st Ageing of Materials & Structures 2014 Conference, 354-362 <pdf>
	Takahashi, Y., Shibata, K., Maekawa, K.(2014):Chemo-Hygral Modeling of Structural Concrete Damaged by Alkali silica Reaction, Proceedings of the 1st Ageing of Materials & Structures 2014 Conference, 424-431 <pdf>
	Hiratsuka, Y., Maekawa, K. (2014):The Influence of Drying Shrinkage on the Fatigue Life of RC Slabs, Proceedings of the 1st Ageing of Materials & Structures 2014 Conference, 362-369 <pdf>
	Kunieda, M., Zhu, X., Nakajima, Y., Tanabe, S., Maekawa, K. (2014):Long-Term Serviceability and Risk Assessment of Shallow Underground RC Culverts and Tunnels, Proceedings of the 1st Ageing of Materials & Structures 2014 Conference, 376-383 <pdf>
	Ahmed Mohammed Youssef MOHAMMED, Ali AHMED, Koichi MAEKAWA (2014):Seismic Evaluation of Coastal RC Building Vulnerable to an Airborne Chloride Environment, Proceedings of the 1st Ageing of Materials & Structures 2014 Conference, 250-257 <pdf>
	Maekawa, K. and Fukuura, N.(2014): Nonlinear Modeling of 3D Structural Reinforced Concrete and Seismic Performance (Chapter 11), Infrastructure Systems for Nuclear Energy, Thomas T. C. Hsu (Ed),John Wiley & Sons. <pdf>
2013
	Koichi Maekawa, Chikako Fujiyama, (2013) "Rate-dependent model of structural concrete incorporating kinematics of ambient water subjected to high-cycle loads", Engineering Computations, Vol. 30 Iss: 6, pp.825 - 841<pdf>
	Maekawa, K. and Fujiyama, C. (2013) Crack Water Interaction and Fatigue Life Assessment of RC Bridge Decks. Poromechanics V: ASCE, pp. 2280-2289.
	Yoneda, T., Ishida, T., Maekawa, K., Gebreyouhannes, E., and Mishima, T. (2013) Simulation of Early-Age Cracking due to Drying Shrinkage Based on a Multi-Scale Constitutive Model. Poromechanics V: ASCE, pp. 579-588. http://ascelibrary.org/doi/abs/10.1061/9780784412992.069
	Suryanto, B., Maekawa, K. and Nagai, K. (2013). "Predicting the creep strain of PVA-ECC at high stress levels based on the evolution of plasticity and damage, Journal of Advanced Concrete Technology, 11, 35-48. <pdf>
	Ahmed Mohammed Youssef Mohammed, Mohammad Reza Okhovat, and Koichi Maekawa (2012), Numerical Investigation on Damage Evolution of Piles inside Liquefied Soil Foundation, - Dynamic-Loading Experiments -, World Academy of Science, Engineering and Technology 71, http://www.waset.org/journals/waset/v71/v71-320.pdf <pdf>
	Fujiyama, C., Tang, X.J., Maekawa, K. and An, X.H. (2013): Pseudo-CrackingApproach to Fatigue life Assessment of RC Bridge Decks in Service, Journalof Advanced Concrete Technology, 11, 7-21. <pdf>
	Development of a compressive constitutive model for FRP-confined concrete elements, Ghorbi, E., Soltani, M. and Maekawa, K., Composites Part B:Engineering, 504-517, 2012. <pdf>
2012
	Maekawa, K., Ishida, T., Chijiwa, N., Fujiyama, C. and Gebreyouhannes, E.(2012): MULTI-SCALE AND MULTI-CHEMO-MECHANISTIC APPROACH TO THE LIFECYCLE PERFORMANCE ASSESSMENT OF STRUCURAL CONCRETE (invited keynote), Proc. 1st Int. Conf. on Performance-based and Life-cycle Structural Engineering, Hong Kong Polytech U., 15-25. <pdf>
	Tang, X.J., Fujiyama, C., Shang, F., Maekawa, K., and An, X.H.(2012):RESIDUAL FATIGUE LIFE ASSESSMENT OF DAMAGED RC BRIDGE SLABS BASED ON OBSERVED CRACKING DAMAGE: A QUANTITATIVE DISCUSSION <pdf>
	Kunieda, M., Chijiwa, N., Ohara, K. and Maekawa, K. (2012): Feasibility study of autonomous deformation control of PC viaducts, From Materials to Structures - Advancement through Innovation -, Samali, Attard & Song (Eds), Taylor & Francis Group, London (ISBN 978-0-415-63318-5), 313-318. <pdf>
	Sagan, M., Fujiyama, C. and Maekawa, K. (2012): Investigation into cavitation as a cause of rate-dependent fatigue loss in submerged concrete members, From Materials to Structures - Advancement through Innovation, Samali, Attard & Song (Eds), Taylor & Francis Group, London (ISBN 978-0-415-63318-5), 1171-1176. <pdf>
	Global and local Impacts of Soil Confinement on RC Pile Nonlinearity, A. M. Y. Mohammed and K. Maekawa, Journal of Advanced Concrete Technology, 10, pp.375-388, 2012 <pdf>
	Maekawa, K., Suryanto, B., Fujiyama, C. and Chijiwa, N. (2012), Microstructure based life-cycle assessment and durability design of concrete bridges (invited plenary), The 2nd International Conference on Microstructural-related Durability of Cementitious Composites. <pdf>
	Motohiro Ohno, Nobuhiro Chijiwa, Benny Suryanto and Koichi Maekawa, An Investigation into the Long-Term Excessive Deflection of PC Viaducts by Using 3D Multi-scale Integrated Analysis, Journal of Advanced Concrete Technology, Vol.10, pp.47-58, 2012. <pdf>
	Ahmed Mohammed Youssef Mohammed, Mohammad Reza Okhovat, and Koichi Maekawa, Damage Evolution of Underground Structural Reinforced Concrete: -Small-Scale Static-Loading Experiments-, International Journal of Civil and Environmental Engineering, 6, World Academy of Science, Engineering and Technology, 2012. <pdf>
2011	MAEKAWA, K., CHIJIWA, N. AND GEBREYOUHANNES, E. (2011), Multi-scale simulation of thermo-hygro mechanics on RC-PC structures under long-term actions, International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications (plenary lecture paper)<pdf>
	Suryanto, B., Nagai, K. and Maekawa, K. (2011). Heterogeneoous fiber-particle composite subjected to principal stress rotation (Chapter11), Innovative Materials and Techniques in Concrete Construction, Springer
	Suryanto, B., Nagai, K. and Maekawa, K. (2011). "Effects of shear transfer on the directions of principal strain field in cracked concrete with hooked steel fibers," High Performance Fiber Reinforced Cement Composites 6, RILEM book series, Springer.
	Fujiyama, C and Maekawa, K. : A Computational Simulation for the Damage Mechanism of Steel-Concrete Composite Slabs under High Cycle Fatigue Loads, Journal of Advanced Concrete Technology Vol. 9 (2011) , No. 2 pp.193-204 <pdf>
	Maekawa, K., Chijiwa, N. and Ishida, T. : Long-term deformational simulation of PC bridges based on the thermo-hygro model of micro-pores in cementitious composites, Cement and Concrete Research, Available online 6 May 2011 <pdf>
	Kohei NAGAI, Benny SURYANTO and Koichi MAEKAWA “Space-Averaged Constitutive Model for HPFRCCs with Multi-Directional Cracking” ACI Material Journal, Vol.108, No.2, pp.139-149, 2011.3 <pdf>
	Numerical simulation on shear capacity and post-peak ductility of reinforced high-strength concrete coupled with autogenous shrinkage, Esayas Gebreyouhannes and Koichi Maekawa, Journal of Advanced Concrete Technology, 9(1), 73-88, 2011. <pdf>
	Three-dimensional nonlinear bond model incorporating transverse action in corroded RC members, Feng Shang, Xuehui An, Tetsuya Mishima and Koichi Maekawa, Journal of Advanced Concrete Technology, 9(1), 89-102, 2011. <pdf>
2010	Maekawa, K. and Fukuura, N. (2010): Nonlinear Modeling of 3D Structural Reinforced Concrete and Seismic Performance Assessment, The Proceedings of International Workshop on Infrastructure Systems for Nuclear Energy (IWISNE), December. <pdf>
	Smeared-crack modeling of R/ECC membranes incorporating an explicit shear transfer model, Benny Suryanto, Kohei Nagai and Koichi Maekawa, Journal of Advanced Concrete Technology, 8(3), 315-326, 2010. <pdf>
	Bidirectional Multiple Cracking Tests on High-Performance Fiber-Reinforced Cementitious Composite Plates, Benny Suryanto, Kohei Nagai and Koichi Maekawa, ACI Materials Journal/September-October 2010, 450-460.<pdf>
	Modeling and analysis of shear-critical ECC members with anisotropic stress and strain fields, Suryanto, B., Nagai, K. and Maekawa, K. , Journal of Advanced Concrete Technology, 8(2), 239-258, 2010. <pdf>
	Proposed Damage Control of Underground Infrastructure by Sheet Pile Construction at Liquefiable Urban Areas, Mohammad Reza OKHOVAT, Shang FENG and Koichi MAEKAWA, Journal of Society for Social Management Systems, 2010. 　Serial No. SMS10-501　http://management.kochi-tech.ac.jp/?content=journalpaper <pdf>
	Fatigue damage assessment for steel-concrete composite deck, Fujiyama, C. and Maekawa, K., Journal of Society for Social Management Systems 2010,　Serial No. SMS10-164　http://management.kochi-tech.ac.jp/?content=journalpaper <pdf>
2009	Mihashi, H., Maekawa, K, Ishida, T., Asamoto, S., Maruyama, I. (2009): Multi-scale modeling to link observed behavior, characterization and analysis, Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, Vol.1, CRC Press, 117-143. <pdf>
	Maekawa, K. (2009): Anti-seismic Design, Diagnostics and Reinforcement for Concrete Structures, Stock Management for Sustainable Urban Regeneration, cSUR-UT Series: Library for Sustainable Urban Regeneration Volume 4, pp.101-132. DOI 10.1007/978-4-431-74093-3_7 <pdf>
	Seismic damage control of underground structures associated with reduced stiffness of soil foundation, Okhovat, M. R. and Maekawa, K. , Proceedings of the fifth congress on forensic engineering, 362(35),2009.
	Seismic performance of large underground structures in unsaturated and liquefiable soils, Okhovat, M. R. and Maekawa, K. , Proceedings of the 2009 ASCE technical counsil on lifeline earthquake engineering conference, 357(41),2009.
	Nonlinear seismic Multi-Scale and Multi-Thermo-Mechanical Modeling of Cementitious Composites for Performance Assessment of Reinforced Concrete Infrastructures, Koichi Maekawa, 2009, Computational Structural Engineering, Part 1, Pages 37-47 <pdf>
	Nonlinear seismic response and damage of reinforced concrete ducts in liquefiable soils, Okhovat, M. R., Feng S. and Maekawa, K. , Journal of Advanced Concrete Technology, 4(3), 439-454, 2009. <pdf>
	A proposal of durability assessment for existing bridge decks subjected to heavy traffic, Fujiyama, C., Gebreyouhannes, E. and Maekawa, K., Journal of Society for Social Management Systems 2009, Serial No. SMS09-149　http://management.kochi-tech.ac.jp/?content=journalpaper <pdf>
2008	Shear fatigue response of cracked concrete interface, Gebreyouhannes, E., Kishi, T. and Maekawa, K., Journal of Advanced Concrete Technology, Vol.6, No.2, 365-376, June 2008. <pdf>
	Path-dependent mechanical model for deformed reinforcing bars at RC interface under coupled cyclic shear and pullout tension. Soltania,M., and Maekawa, K, Engineering Structures, 30, 1079-1091, 2008. <pdf>
	Shear Fatigue Simulation of RC Beams Subjected to Fixed Pulsating and Moving Loads, Gebreyouhannes, E., Chijiwa, N., Fujiyama, C. and Maekawa, K., Journal of Advanced Concrete Technology, Vol.6, No.1, 215-226, February 2008. <pdf>
	Path-Dependent High Cycle Fatigue Modeling of Joint Interfaces in Structural Concrete, Maekawa, K., Fukuura, N. and Soltani, M., Journal of Advanced Concrete Technology, Vol.6, No.1, 227-242, February 2008. <pdf>
	Investigations into Volumetric Stability of Aggregates and Shrinkage of Concrete as a Composite, Asamoto, S., Ishida, T. and Maekawa, K., Journal of Advanced Concrete Technology, Vol.6, No.1, 77-90, February 2008. <pdf>
	Present achievement and future possibility of fatigue life simulation technology for RC bridge deck slabs, Fujiyama, C., Gebreyouhannes, E. and Maekawa, K., Journal of Society for Social Management Systems 2010,　Serial No. SMS10-164　http://management.kochi-tech.ac.jp/?content=journalpaper <pdf>
2007	Three-dimensional cyclic behavior simulation of RC columns under combined flexural moment and torsion coupled with axial and shear forces, Tsuchita, S., Maekawa, K. and Kawashima, K., Journal of Advanced Concrete Technology, 5(3), 409-421, 2007. <pdf>
	Ultimate strength of reinforce concrete shear walls under multi-axes seismic loads, Yoshio Kitada, Takao Nishikawa, Katsuki Takiguchi, and Koichi Maekawa, Nuclear Engineering and Design, 237, 1307-1314, 2007. <pdf>
	Drying induced moisture losses from mortar to the environment. Part I: Experimental Research, M. Azenha, K. Maekawa, T. Ishida and R. Faria, Materials and Structures (RILEM), Volume 40, Number 8 / October, 2007, pp. 801-811, 2007. <pdf>
	Drying induced moisture losses from mortar to the environment. Part II: Numerical Implementation, M. Azenha, K. Maekawa, T. Ishida and R. Faria, Materials and Structures (RILEM), Volume 40, Number 8 / October, 2007, pp. 813-825 <pdf>
	Chemo-physical and mechanical approach to performance assessment of structural concrete and soil foundation, Maekawa, K., Nakarai, K. and Ishida, T., Transport Properties and Concrete Quality, John Wiley & Sons, 2007.
	Enhanced thermodynamic analysis coupled with temperature-dependent microstructures of cement hydrates, Nakarai, K., Ishida, T., Kishi, T. and Maekawa, K., Cement and Concrete Research, 37, 139-150, 2007. <pdf>
	Enhanced modeling of moisture equilibrium and transport in cementitious materials under arbitrary temperature and relative humidity history, Ishida, T., Maekawa, K. and Kishi, T., Cement and Concrete Research, Volume 37, Issue 2, February 2007. Pages 565-578. <pdf>
2006	Maki, T., Maekawa, K. and Mutsuyoshi (2006). RC pile–soil interaction analysis using a 3D‐finite element method with fibre theory‐based beam elements, Earthquake Engineering & Structural Dynamics, 35(13), 1587-1607 <pdf>
	Multi-chemo physical approach to life cycle assessment of structural concrete and soil foundation, Koichi Maekawa, Tetsuya Ishida, Ken-ichiro Nakarai, IBRACON Structural Journal, Volume 2, Number 3, pp.293-311, 2006.12 <pdf>
	Multi-scale Physicochemical Modeling of Soil-Cementitious Material Interaction, Nakarai, K., Ishida, T. and Maekawa, K., Soils and Foundations, Vol.46 No.5, 2006.<pdf>
	Three-Dimensional Fatigue Simulation of RC Slabs under Traveling Wheel-Type Loads, Maekawa, K., Gebreyouhannes, E., Mishima, T. and An, X., Journal of Advanced Concrete Technology, 4(3) 445-457, 2006. <pdf>
	Modeling of Calcium Leaching from Cement Hydrates Coupled with Micro-Pore Formation, Nakarai, K., Ishida, T. and Maekawa, K., Journal of Advanced Concrete Technology, 4(3) 395-407, 2006. <pdf>
	Seismic analysis of underground reinforced concrete structures considering elasto-plastic interface element with thickness, Nam, S. H., Song, H. W., Byun, K. J. and Maekawa, K., Engineering Structures, 28, 1122-1131, 2006. <pdf>
	Computer-aided analysis of reinforced concrete using a refined nonlinear strut and tie approach, Salem, H. M. and Maekawa, K., Journal of Advanced Concrete Technology, 4(2) 325-336, 2006. <pdf>
	Time-Dependent Constitutive Model of Solidifying Concrete Based on Thermodynamic State of Moisture in Fine Pores, Asamoto, S., Ishida, T. and Maekawa, K., Journal of Advanced Concrete Technology, 4(2) 301-323, 2006. <pdf>
	Time-Dependent Space-Averaged Constitutive Modeling of Cracked Reinforced Concrete Subjected to Shrinkage and Sustained Loads, Maekawa, K., Soltani, M., Ishida, T. and Itoyama, Y., Journal of Advanced Concrete Technology, 4(1) 193-207, 2006. <pdf>
	Cross-Sectional Damage Index for RC Beam-Column Members Subjected to Multi-Axial Flexure, Tsuchiya, S. and Maekawa, K., Journal of Advanced Concrete Technology, 4(1) 179-192, 2006. <pdf>
	Direct Path-Integral Scheme for Fatigue Simulation of Reinforced Concrete in Shear, Maekawa, K., Toongoenthong, K., Gebreyouhannes, E. and Kishi, K., Journal of Advanced Concrete Technology, 4(1)159-177, 2006. <pdf>
2005	RC Pile-Soil Interaction Analysis using a 3D-Finite Element Method with Fiber Theory-based Beam Elements, T. Maki, K. Maekawa and H.Mutsuyoshi, Earthquake Engineering and Structural Dynamics, 99,1-26, 2005. <pdf>
	Simulation of coupled corrosive product formation, migration into crack and propagation in reinforced concrete sections, Toongoenthong, K. and Maekawa, K., Journal of Advanced Concrete Technology, 3(2), 253-265, 2005. <pdf>
	Performance based design for self-compacting structural high strength concrete, Okamura, H., Maekawa, K. and Mishima, T., ACI, SP 228-2, 13-34, 2005. <pdf>
	Localized nonlinearity and size-dependent mechanics of in-plane RC element in shear, Soltani, M., An, X. and Maekawa, K., Engineering Structures, Vol.27, 891-908, 2005. <pdf>
	Computational performance assessment of damaged RC members with fractured stirrups, Kukrit Toongoenthong and Koichi Maekawa, Journal of Advanced Concrete Technology, 3(1) 123-136, 2005. <pdf>
	Multi-mechanical approach to structural performance assessment of corroded RC members in shear, Kukrit Toongoenthong and Koichi Maekawa, Journal of Advanced Concrete Technology, 3(1) 107-122, 2005. <pdf>
2004	Time-Dependent Post-Peak Softening of RC Members in Flexure, Khaled Farouk El-Kashif and Koichi Maekawa, Journal of Advanced Concrete Technology, 2(3) 301-315, 2004. <pdf>
	Interaction of Pre-Induced Damages along Main Reinforcement and Diagonal Shear in RC Members, Kukrit Toongoenthong and Koichi Maekawa, Journal of Advanced Concrete Technology, 2(3) 431-443, 2004. <pdf>
	Theoretically identified strong coupling of carbonation rate and thermodynamic moisture states in micro-pores of concrete, Ishida, T., Maekawa, K. and Soltani, M., Journal of Advanced Concrete Technology, 2(2) 213-222, 2004. <pdf>
	Cyclic cumulative damaging of reinforced concrete in post-peak regions, Maekawa, K. and El-Kashif, K. F., Journal of Advanced Concrete Technology, 2(2) 257-271, 2004. <pdf>
	Time-dependent nonlinearity of compression softening in concrete, El-Kashif, K. F. and Maekawa, K., Journal of Advanced Concrete Technology, 2(2) 233-247, 2004. <pdf>
	Pre and Post-Yield FEM Simulation of Bond of Ribbed Reinforcing Bars, Hamed M. M. Salem and K. Maekawa, Journal of Structural Engineering, ASCE, 130(4), 2004, pp.671-680.
	Computer aided reinforcement design of RC structures, An, X. and Maekawa, K., Computers and Concrete, Vol.1, No.1 (2004), 15-30.
	A unified solidification model of hardening concrete composite for predicting the young age behavior of concrete, Mabrouk, R., Ishida, T. and Maekawa, K., Cement and Concrete Composite, 26, 453-461, 2004. <pdf>
	Cracking response and local stress characteristics of RC membrane elements reinforced with welded wire mesh, Soltani, M., An, X. and Maekawa, K., Cement and Concrete Composite, 26, 389-404, 2004. <pdf>
2003	A unified solidification model of hardening concrete composite for predicting the young age behavior of concrete, R. Mabrouk, T. Ishida and K. Maekawa, Cement and Concrete Composites, 26(2004) 451-461 <pdf>
	Computational Platform for Safety and Life-cycle Assessment of RC/PC shells (invited), 17^{th Conference on Structural Mechanics in Reactor Technology (SMiRT 17), Maekawa, K. and Choi, Y., Prague, Czech Republic, August 17 –22, 2003}<pdf>
	Multi-scale modeling of concrete performance -Integrated material and structural mechanics (invited), Maekawa, K., Ishida, T. and Kishi, T., Journal of Advanced Concrete Technology, 1 (2) pp.91-126, 2003. <pdf>
	Seismic performance of hollow bridge columns, Y. L. Mo, D. C. Wong and K. Maekawa, ACI Structural Journal, Vol.100, No.3, pp.337-348, May-June 2003. <pdf>
	Computational model for post cracking analysis of RC membrane elements based on local stress-strain characteristics, Soltani, M., An, X. and Maekawa, K., Engineering Structures, Vol. 25, pp.993-1007, 2003. <pdf>
	Shear transfer constitutive model for pre-cracked RC plate subjected to combined axial and shear stress, Umeki, K., Kitada, Y., Nishikawa, T., Maekawa, K. and Yamada, M., Nuclear Engineering and Design, Volume 220, Issue 2, March 2003, Pages 105-118. <pdf>
	Proposed model of shear deformation of reinforced concrete beam after diagonal cracking, Hansapinyo, C., Maekawa, K. and Chaisomphob, T., Journal of Materials, Concrete Structures and Pavements, V-58, No.725, 305-319, 2003. <pdf>
	Behavior of reinforced concrete beams subjected to bi-axial shear, Hansapinyo, C., Maekawa, K. and Chaisomphob, T., Journal of Materials, Concrete Structures and Pavements, V-58, No.725, 321-331, 2003.<pdf>
2002	Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling, Dhakal, R. P. and Maekawa, K., Engineering Structures 24(2002), 1383-1396. <pdf>
	Unified solidification model of hardening concrete composite, Mabrouk, R. T., Ishida, T. and Maekawa, K., Control of Cracking in Early Age Concrete, Mihashi & Wittmann (eds.), Swets & Zeitlinger, Lisse, pp.57-66, 2002. <pdf>
	Modeling of structural performances under coupled environmental and weather actions, Maekawa, K. and Ishida, T., Materials and Structures, Vol.35, December 2002, pp.591-602. <pdf>
	Reinforcement Stability and Fracture of Cover Concrete in RC Memberss, Dhakal, R. P. and Maekawa, K., Journal of Structural Engineering, ASCE, October 2002.
	Modeling for post-yield buckling of reinforcement, Dhakal, R.P. and Maekawa, K., Journal of Structural Engineering, ASCE, September 2002, pp.1139-1147.
	Finite element failure analysis of reinforced concrete T-girder bridges, Song, H. W., You, D. W., Byun, K. J. and Maekawa, K., Engineering Structures, 24 (2002) 151-162. <pdf>
	Failure analysis of reinforced concrete shell structures using layered shell element with pressure node, Song, H. W., Shim, S. H., Byun, K. J. and Maekawa, K., Journal of Structural Engineering, ASCE, Vol.128, No.5, pp.655-664, 2002.
2001	Tsuchiya, S., Ogasawara, K., Tsuno, K., Ichikawa, H. and Maekawa, K. (2001). Multi-directional flexure behavior and nonlinear analysis of RC columns subjected to eccentric axial forces, Concrete Library of JSCE, 37. <pdf>
	Geometrical nonlinearity on collapse of reinforced concrete piers, Rajesh P. DHAKAL and Koichi MAEKAWA, J. Materials, Conc. Struct., Pavements, JSCE, No.676/V-51, 135-147, 2001 <pdf>
	Finite element analysis and behaviour of pre-cracked reinforced concrete members in shear, Pimanmas, A. and Maekawa, K., Magazine of Concrete Research, 53(2001), No.4, 263-282. <pdf>
	Shear failure of RC members subjected to pre-cracks and combined axial tension and shear, Pimanmas, A. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-53, No.690, pp.159-174, 2001.11.<pdf>
	Control of crack localization and formation of failure path in RC members containing artificial crack device, Pimanmas, A. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-52, No.683, pp.173-186, 2001.8.<pdf>;
	Numerical simulation of failure path formulation and crack sequence in RC with full and local shear anisotropy, Pimanmas, A. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-52, No.683, pp.157-171, 2001.8.<pdf>
	Modeling of PH Profile in Pore Water Based on Mass Transport and Chemical Equilibrium Theory, Ishida, T. and Maekawa, K., Concrete Library of JSCE, No.37, pp.131-146, 2001.6 <pdf>
	Early-age cracking resistance evaluation of concrete structures, Song, H.W., Cho, H. J., Byun, K. J. and Maekawa, K., Concrete Science and Engineering, Vol.3, June 2001, pp.63-72.<pdf>
	2D and 3D multi-directional cracked concrete model under reversed cyclic stresses, Maekawa, K., Fukuura, N. and An, X., Modeling of inelastic behavior of RC structures under seismic loads, ASCE, 2001.
	Post-peak cyclic behavior and ductility of reinforced concrete columns, Dhakal, R. and Maekawa, K., Modeling of inelastic behavior of RC structures under seismic loads, ASCE, 2001..
	Influence of pre-crack on RC behavior in shear, Pimanmas, A. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-50, No.669, pp.277-291, 2001.2.<pdf>
	Multi-directional fixed crack approach for highly anisotropic shear behavior in pre-cracked RC members, Pimanmas, A. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-50, No.669, pp.293-307, 2001.2.<pdf>
2000	Maekawa, K. and An, X. (2000): Shear failure and ductility of RC columns　after yielding of main reinforcement, Engineering Fracture Mechanics 65, 335-368. <pdf>
	On the process of performance-based dimensioning, Pierre, C. J. Hooqenboom, Hamed Salem and Koichi Maekawa, Proceedings of the eighth international conference on computing in civil and building engineering, 2000.
	Three-dimensional modeling of reinforced concrete with multi-directional cracking, Hauke, B. and Maekawa, K., Concrete Library of JSCE, No.36, 2000.12.
	An integrated computational system for mass/energy generation, transport, and mechanics of materials and structures, Ishida, T. and Maekawa, K., Concrete Library of JSCE, No.36, 2000.12.
	Dynamic and static characteristics of designed bridge piers classified through numerical simulation, Tanabe, T., Maekawa, K. and Adachi, M., Comparative performance of seismic design codes for concrete structures, Vol.2, Elsevier, 2000.
1999	3D FEM tool for performance evaluation of strengthened RC members, Hauke, B. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-45, No.634, pp.369-386, 1999.11. <pdf>
	Three dimensional modeling of reinforced concrete with multi-directional cracking, Hauke, B. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-45, No.634, pp.349-368, 1999.11. <pdf>;
	Fracture of concrete cover - Its effect on tension stiffening and modeling -, Salem, H. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-42, No.613, pp.295-307, 1999.2.<pdf>
	Spatially averaged tensile mechanics for cracked concrete and reinforcement under highly inelastic range, Salem, H. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-42, No.613, pp.277-293, 1999.2.<pdf>;
1998	Shear resistance and ductility of RC columns after yield of main reinforcement, An, X. and Maekawa, K., Concrete Library of JSCE, No.32, 1998.12.
	Method for Checking Seismic Performance of Concrete Structures and its Effectiveness, Ickhyun KIM, Hajime OKAMURA, Koichi MAEKAWA, Journal of Structural Engineering Vol.44A, pp.871-876, 1998.4 <pdf>;
	Shear resistance and ductility of RC columns after yield of main reinforcement, An, X. and Maekawa, K., Journal of Materials, Concrete Structures and Pavements, V-38, No.585, 1998.2. <pdf>
1997	The collapse mechanism of a subway station during the Great Hanshin earthquake, An, X., Shawky, A. and Maekawa, K., Cement & Concrete Composites, Vol.19, No.3, 1997.<pdf>
	Analysis of drying shrinkage behaviour of concrete using a micromechanical model based on the micropore structure of concrete, Shimomura, T. and Maekawa, K., Magazine of Concrete Research, 1997, 49, No.181, Dec., 303-322. .<pdf>
	Path-dependent nonlinear analysis of RC shells subjected to combined in-plane membrane and out-of-plane flexural actions, Irawan, P. and Maekawa, K., Concrete Library of JSCE, No.30, pp.221-238, Dec. 1997..
	Path-dependent three-dimensional constitutive laws of reinforced concrete - formulation and experimental verification, Maekawa, K., Irawan, P. and Okamura, H., Structural Engineering and Mechanics, Vol.5, No.6, pp.743-754, Nov. 1997. <pdf>
	Failure Analysis of Underground RC Frame Subjected to Seismic, An, X. and Maekawa, K., Proc. of JSCE, No.571/V-36, pp.251-268, Aug. 1997. <pdf>
	Numerical Simulation of Size Effect in Shear Strength of RC Beams, An, X., Maekawa, K. and Okamura, H., Proc. of JSCE, No.564/V-35, pp.297-316, May, 1997. <pdf>
	Stress Transfer Across Interfaces in Reinforced Concrete Due to Aggregate Interlock and Dowel Action, Maekawa, K. and Qureshi, J., Proc. of JSCE, No.557/V-34, pp.159-172, Feb.1997. <pdf>
	Path-Dependent Nonlinear Analysis of Reinforced Concrete Shells, Irawan, P. and Maekawa, K., Proc. of JSCE, No.557/V-34, pp.121-134, Feb. 1997. <pdf>;
1996	Nonlinear response of underground RC structures under shear, Shawky, A. and Maekawa, K., 1996, Proc. of JSCE, No.538/V-31. <pdf>
	Computational model for reinforcing bar embedded in concrete under combined axial pullout and transverse displacement, Maekawa, K. and Qureshi, J., 1996, Proc. of JSCE, No.538/V-31. <pdf>
	Computational approach to path-dependent nonlinear RC/Soil interaction, Shawky, A. and Maekawa, K., 1996, Proc. of JSCE, No.532/V-30. <pdf>
	Embedded bar behavior in concrete under combined axial pullout and transverse displacement, Maekawa, K. and Qureshi, J., 1996, Proc. of JSCE No.532/V-30. <pdf>;
1995	Nonlinear behavior of axial reinforcement subjected to axial and slip deformation at the crack surface, Mishima, T., Suzuki, S. and Maekawa, K., 1995, ACI Journal, Vol.92, No.3.<pdf>
	Verification of 3D constitutive model of concrete in line with capacity and ductility of laterally reinforced concrete columns, Pallewatta, T. M., Irawan, P. and Maekawa, K., 1995, Proc. of JSCE No.520/V-28. <pdf>
	Effectiveness of laterally arranged reinforcement on the confinement of core concrete, Pallewatta, T. M., Irawan, P. and Maekawa, K., 1995, Proc. of JSCE No.520/V-28. <pdf>
1994	Three-dimensional analysis of strength and deformation of confined concrete columns, Irawan, P. and Maekawa, K., 1994, Concrete Library of JSCE, No.24.
1993	Triaxial elasto-plastic and continuum fracture model for concrete, Maekawa, K., Takemura, J., Irawan, P. and Irie, M., 1993, Concrete Library of JSCE, No.22.<pdf>
	Three-dimensional analysis on strength and deformation of concrete confined by lateral reinforcement, Irawan, P. and Maekawa, K., 1993, Proc. of JSCE No.472/V-20.<pdf>
	Strength and damage analysis of concrete confined by steel casing Irawan, P. and Maekawa, K., 1993, Proc. of JSCE No.472/V-20. <pdf>
	Application of multi-phase model to the pipe flow of fresh concrete Ozawa, K., Nanayakkara, A. and Maekawa, K., 1993, Proc. of JSCE No.466/V-19.<pdf>;
	Multi-phase model for flow of liquid-solid assembly through pipeline Maekawa, K., Ozawa, K. and Nanayakkara, A., 1993, Proc. of JSCE No.466/V-19.<pdf>
	Deformational resistance of fresh concrete through bent and tapered pipes Nanayakkara, A., Ozawa, K. and Maekawa, K., 1993, Proc. of JSCE No.466/V-19.<pdf>
	Plasticity in concrete nonlinearity under triaxial confinement Maekawa, K., Takemura, J., Irawan, P. and Irie, M., 1993, Proc. of JSCE No.460/V-18. <pdf>
	Continuum fracture in concrete nonlinearity under triaxial confinement Maekawa, K., Takemura, J., Irawan, P. and Irie, M., 1993, Proc. of JSCE No.460/V-18 <pdf>
1992	Development of RC discrete crack model under reversed cyclic loads and verification of its applicable range, Mishima, T and Maekawa K., 1992 Proc. of JSCE, No.442/V-16 <pdf>
	Verification of the universal stress transfer model Bujadham, B., Mishima, T. and Maekawa, K., 1992, Proc. of JSCE No.451/V-17 <pdf>
	The universal model for stress transfer across cracks in concrete Bujadham, B. and Maekawa, K., 1992, Proc. of JSCE No.451/V-17 <pdf>
	Qualitative studies on mechanisms of stress transfer across cracks in concrete, Bujadham, B. and Maekawa, K., 1992, Proc. of JSCE No.451/V-17 <pdf>
	Development of high performance concrete, Ozawa, K., Maekawa, K. and Okamura, H., 1992, Journal of the faculty of engineering, the University of Tokyo (B), Vol.XLI, No.3. <pdf>
1991	S. Harada, Koichi Maekawa, Y. Tsuji, and H. Okamura (1991). Nonlinear coupling analysis of heat conduction and temperature-dependent hydration of cement, Concrete Library of JSCE, 18, December. <pdf>
	Time and path-dependent uniaxial constitutive model of concrete, Song, C. Maekawa, K. and Okamura, H., 1991, Journal of the faculty of engineering, the University of Tokyo (B), Vol.XLI, No.1. <pdf>
	Dynamic nonlinear finite element analysis of reinforced concrete, Song, C. and Maekawa, K., 1991, Journal of the faculty of engineering, the University of Tokyo (B), Vol.XLI, No.1. <pdf>
	Deformational compatibility for solid phase of dense liquid-solid flow in bend pipes, Nanayakkara, A., Ozawa, K. and Maekawa, K., 1991, Proc. of JSCE, No.426/V-14. <pdf>
	Solid stiffness model for analysis of fresh concrete flow, Maekawa, K., Ozawa, K. and Nanayakkara, A., 1991, ASME Liquid-solid flow, FED-Vol.118. <pdf>
1990	Y. Suzuki, S. Harada, Koichi Maekawa, Y. Tsuji (1990). Method for evaluating performance of testing apparatus for adiabatic temperature rise of concrete, Concrete Library of JSCE, 14, March <pdf>
	Suzuki, Y., Tsuji, Y., Maekawa, K. and Okamura, H. (1990). Quantification of hydration-heat generation process of cement in concrete, Concrete Library of JSC, No.16, December, 111-124.　<pdf>
	Deformational compatibility of aggregate phase for tapering flow of dense liquid-solid material, Nanayakkara, A., Ozawa, K. and Maekawa, K., 1990, Proc. of JSCE No.426/V-14 <pdf>
1989	Contact density model for stress transfer across cracks in concrete, Li, B., Maekawa, K. and Okamura, H., 平成1, Journal of the faculty of engineering, the University of Tokyo (B), Vol.XL, No.1. <pdf>
	Evaluation of aggregate particle motion in liquid-solid flows of model concrete, Ozawa, K., Nanayakkara, A. and Maekawa, K.,平成 1.8, Proc. of JSCE No.408/V-11 <pdf>
	Flow and segregation behavior of a two-phase model concrete around bifurcating pipe lines, Ozawa, K., Nanayakkara, A. and Maekawa, K., 平成 1.8, Proc. of JSCE No.408/V-11 <pdf>
	An analytical approach to inelastic behavior of reinforced concrete walls subjected to reversed cyclic loading, H. Shin, K. Maekawa, H. Okamura, 1989, ASME, Book No. H00480, 15-20 <pdf>
1988	Miyahara, T., Kawakami, T. and Maekawa, K. (1988). Nonlinear behavior of cracked reinforced concrete plate element, Concrete Library of JSCE, 11, 131-144. <pdf>
	Flow and segregation of fresh concrete around bifurcation in pipe lines, Ozawa, K., Nanayakkara, A. and Maekawa, K., 1988, ASME, FED-Vol.75. <pdf>
	Flow and segregation of fresh concrete in tapered pipes - Two-phase computational model, Nanayakkara, A., Gunatilaka, D., Ozawa, K. and Maekawa, K., 1988, ASME, FED-Vol.75. <pdf>
1987	Contact density model for cracks in concrete, Li, B. and Maekawa, K., 1987, IABSE Colloquium, Vol.54. <pdf>
1987	Okamura, H., Maekawa, K. and Izumo, J. (1987). Reinforced concrete pIate eIement subjected to cycIic loading, IABSE Colloquium, Vol.54, 575-590 <pdf>
1985	Suzuki, Y., Maekawa, K. and Tsuji, Y. (1985). Applicability of adiabatic temperature rise for estimating temperature rise in concrete structures, Transaction of the Japan Concrerte Institute, 6, 675-686. <pdf>
1985	Numerical problems in non-linear finite element analysis of the post-failure behavior of structural system, Maekawa, K., Yamazaki, J. and Higai, T., 1985, Concrete library of JSCE, No.6. <pdf>
1984	Maekawa, K., Suzuki, Y., Harada, S. and Tsuji, Y. (1984). Thermal stress analysis o fmass concrete made of expansive concrete, Transaction of the Japan Concrerte Institute, 6, 675-686. <pdf>
1984	Maekawa. K., Harada, S. and Suzuki, Y. (1984). On the constitutive equation of expansive concrete, Cement Association of Japan Review, 92, 312-315. <pdf>
1983	The Deformational Behavior and Constitutive Equation of Concrete Using the Elasto-Plastic and Fracutre Model, Koichi MAEKAWA and Hajime OKAMURA, JOURNAL OF THE FACULTY OF ENGINEERING, the University of Tokyo, Vol.37, No.2, 1983 <pdf>
1982	Maekawa, K., Kamisakoda, K. and Okamura, H. (1982). Constitutive equations for concrete under biaxial stress states, Transaction of the Japan Concrete Institute, 4, 125-132.<pdf>
1981	Nonlinear finite element analysis of deep beams, Niwa, J., Maekawa, K. and Okamura, H., 1981, IABSE COLLOQUIUM, Vol.34. <pdf>
1981	Man-machine interactive analysis in concrete structure using a microcomputer, Maekawa, K., Yamazaki, J. and Sakura, T., 1981, IABSE COLLOQUIUM, Vol.34.

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