Research - Introduction, Members, Equipments                                                                                                                                           Introduction
 

RESUME

General

Education

Work experience

Lecture

Research

Academic & Social activities

Award

Books

 

LIST

Technical papers

Conferences, Workshops, Congresses

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

References

 

Invited Lecture1

SSMS, Kochi, 2009.

 

Invited Lecture2

ISISS, ShangHai, 2007.

 

Invited Lecture3

CONSEC'07, France, 2007.

 

Invited Lecture4

SMiRT-17, Pragure, 2003.

 

Invited Paper1

SMiRT-17, Pragure, 2003.

 

Invited Paper2

Journal of Advanced Concrete Technology

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

JUMP TO

Books

 

 

 

 

 

 

 

Link

Journal of Advanced Concrete Technology

 

 

 

 

 

 

 

 

 

Link

Elsevier Ltd.  

Journal of Cement and Concrete research

Journal of Cement and Concrete Composite

Journal of Engineering Structures

 

 

        Professor   Koichi  MAEKAWA              

 

General :

Date of Birth : April 19, 1957, male

Place of Birth : Nishinomiya, Hyogo, Japan

Nationality : Japan

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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

 

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 :

MemberConcrete 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
 

 

 

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Books

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

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

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

4. 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.

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

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

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

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

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

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Technical papers :

2016

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  <pdf>

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. <pdf>
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 <pdf>
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>
2010Maekawa, 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. <pdf>
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. <pdf>
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 pilesoil interaction analysis using a 3Dfinite element method with fibre theorybased 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.   <pdf>
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), 17th 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.  <pdf>
Modeling for post-yield buckling of reinforcement, Dhakal, R.P. and Maekawa, K., Journal of Structural Engineering, ASCE, September 2002, pp.1139-1147.  <pdf>
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. <pdf>
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. <pdf>
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..<pdf>
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>
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>

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>
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>
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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