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 Lecture
6
JCI symposium on Shear, 2016.
Invited lecture 5
Special lecture at Plenary Session
of JSCE, 2016.
Invited Lecture4
SSMS,
Kochi, 2009.
Invited Lecture3
ISISS,
ShangHai, 2007.
Invited Lecture2
CONSEC'07,
France, 2007.
Invited Lecture1
SMiRT17,
Pragure, 2003.
Invited Paper1
SMiRT17,
Pragure, 2003.
Invited Paper2
Journal of
Advanced Concrete Technology
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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
       
                    
                     
                
            
      
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.)
       
                    
                     
                 
           
      
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)
20002002 : Department Chairman
(Civil)
2014at
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
20082011: Director, Office of International Cooperation and Exchange, School of Engineering
20112015.3: Director, Center for International Affairs, Institute for Innovation In International Engineering Education
20112014: Director, Hongo office, International Center, The University of Tokyo
       
                    
                     
          
                  
      
Top
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)
       
                    
                     
          
                  
      
Top
Research :
Constitutive
laws for concrete and reinforced concrete.
Nonlinear
mechanics of reinforced concrete.
Nonlinear
dynamic analysis and seismic design of RC.
Solidliquid
multiphase mechanics of porous media.
Cementitious high performance concrete.
Thermodynamics
of concrete.
Mass transport
in cementitious porous. media
Multiscale
dynamics of structural concrete, soil
foundations and water.....
       
                    
                     
          
                  
       Top
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
subcommittees, Nuclear Safety
Commission of Japan
Board Member, International
Pressin Association ;;;;
Members of committees related
to highways, railways, energy
facilities, constructions.
       
                    
                    
            
                 
       Top
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
RCASingapore (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.jact.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. Three outstanding papers of the year 2016, Journal of
Advanced Concrete Technology, (with Xiaoxu Zhu, Nobuhiro
Chijiwa, Shigeru Tanabe),
2016
43.
Three outstanding papers of the year 2017, Journal of
Advanced Concrete Technology, (with Yasushi
Tanaka and Yuya Takahashi),
2017, (http://www.jact.org/4.html)
44.
Japan Concrete Institute Award (research) (with Tanaka, Takahashi), 2018
45. Three outstanding papers of the year 2018, Journal of
Advanced Concrete Technology, (with Yuya Takahashi, Yasushi Tanaka, 2018
46.
Japan Concrete Institute Award (research) (with Takahashi, Tanaka), 2019
       
                    
                     
        
                    
       Top
Books :
1. MultiScale
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.
Selfcompacting high performance concrete, ed Okamura, H., 1999.
8. High
Performance Concrete, Okamura, H., Maekawa, K.
and Ozawa, K., Gihodo (Tokyo), 1993.
9. Nonlinear
Analysis and Constitutive Models of Reinforced Concrete, Okamura, H. and Maekawa, K., Gihodo (Tokyo),
1991.
       
                          
                          
                  
       Top 
Technical papers : >
2020 
Iwama, K., Higuchi, K. and Maekawa, K. (2020). ModelBased Assessment of LongTerm 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), 715727.
https://doi.org/10.3151/jact.17.715

Hung, N.H.Q., Komatsu, S. and Maekawa, K. (2019). Highcycle fatigue interaction between soil foundation and concrete slab under moving wheeltype loads, Engineering Structures, https://doi.org/10.1016/j.engstruct.2019.109931 
Maekawa, K., Okano, Y. and Gong, F.(2019). SpaceAveraged NonLocal Analysis of Electric Potential for Polarization Reactions of Reinforcing Bars in Electrolytes, Journal of Advanced Concrete Technology 17(11):616627, 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), 210216, https://doi.org/10.1007/s1220501806216 
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 nonuniform frost damage on the compression and tension sides, Journal of Structure and Infrastructure Engineering Maintenance, Management, LifeCycle Design and Performance.
https://doi.org/10.1080/15732479.2019.1593466

Gong, F. and Maekawa, K. (2019). Proposal of poromechanical coupling among ASR, corrosion and frost action for damage assessment of structural concrete with water, Engineering Structures, vol. 188, 418429:
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 NonUniformly 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):1633, DOI: 10.3151/jact.17.16 
2018 
Fuyuan Gong, Yuya Takahashi, Koichi Maekawa, (2018) "Multiscale computational modeling for concrete damage by mixed pore pressures  case of coupled alkalisilica reaction and cyclic freeze/thaw", Engineering Computations, https://doi.org/10.1108/EC1120170431 
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 nonuniform frost damage in RC beams under various exposure and confining conditions, Engineering Structures, 176, 859870. https://doi.org/10.1016/j.engstruct.2018.09.044

Eissa Fathalla, Yasushi Tanaka, Koichi Maekawa (2018). Remaining fatigue life assessment of inservice road bridge decks based upon artificial neural networks, Engineering Structures, 171, 602616: 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, KABSEJSCE Kyushu,
Vol.33, 18, ISSN 13402579.
<pdf> 
Yuya Takahashi, Yasushi
Tanaka, Koichi Maekawa (2018) "Computational Life
Assessment of ASRdamaged RC Decks by SiteInspection
Data Assimilation" Journal of Advanced Concrete
Technology, 16(1), 4660.
<pdf> 
Nobuhiro Chijiwa, Shuntaro
Hayasaka, Koichi Maekawa (2018). "LongTerm Differential
and Averaged Deformation of BoxType Prestressed
Concrete Exposed to Natural Environment." Journal of
Advanced Concrete Technology, 16(1), 117.
<pdf>

Gong, F. and Maekawa, K.
(2018). Multiscale simulation of freezethaw damage to
RC column and its restoring force characteristics,
Engineering Structures, Volume 156, 1 February, 522536
<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.8194,
DOI10.1007/9783319701943_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).
ThermoHygral Analysis on LongTerm Natural Frequency of
RC Buildings with Different Dimensions, Journal of
Advanced Concrete Technology, 15(8), 381396.
http://doi.org/10.3151/jact.15.381
<pdf>

Xun Han,
Xuehui An, Koichi Maekawa (2017). HygroGradient Model
for Permeability of Unsaturated Cementitious Composites,
Journal of Advanced Concrete Technology, 15(8), 407425.
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 Multiscale Model and Site
Inspection, Journal of Advanced Concrete Technology,
15(7), 328345.
<pdf>

Gong, F., Takahashi, Y. and Maekawa, K. (2017). Strong
Coupling of FreezeThaw Cycles and Alkali Silica
Reaction  Multiscale Poromechanical Approach to
Concrete Damages, Journal of Advanced Concrete
Technology, 15(7), 346367.
<pdf>

Bugalia, N. and Maekawa, K. (2017). TimeDependent
Capacity of Large Scale Deep Beams under Sustained
Loads, Journal of Advanced Concrete Technology, 15(7),
314327. <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 PathIntegralMechanistic Model and
NonDestructive Inspection, Journal of Disaster
Research, 12(3), 422431. doi:10.20965/jdr.2017.p0422
<pdf>

2016 
Takahashi, Y., Ogawa, S., Tanaka, Y. and Maekawa, K.
(2016). "ScaleDependent ASR Expansion of Concrete and
Its Prediction coupled with Silica Gel Generation and
Migration" Journal of Advanced Concrete Technology,
14(8), 444463. <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), 271286.
<pdf>

Maekawa, K. and Chijiwa, N.
(2016): Multiscale seismic simulation of RC building
coupled with drying shrinkage and steel corrosion
(Prenary), ID111, 9th International Conference on
Fracture Mechanics of Concrete and Concrete Structures
(FraMCoS9), 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:16629752, Vol.857, 305310.,
doi:10.4028/www.scientific.net/MSF.857.305 <pdf>

Maekawa, K., Zhu, X., Chijiwa, N. and Tanabe, S. (2016). Mechanism of LongTerm Excessive Deformation and Delayed Shear Failure of Underground RC Box Culverts, Journal of Advanced Concrete Technology, 14(5), 183204.
9
<pdf>

Maekawa, K. (2016) Multiscale modeling and asset
management of concrete infrastructures, Proceedings of
EASEC13, 319
<pdf>

2015 
Chijiwa, N. and Maekawa, K. (2015).
Thermohygral casestudy on full scale
RC building under corrosive environment
and seismic actions, Journal of Advanced
Concrete Technology, 13, 465478
<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, 13081315
<pdf>

Takahashi, Y., Shibata, K., Maruno, M. and Maekawa, K. (2015). Uniaxial Restraint Tests under HighStress Conditions and a ChemoHygral Model for ASR Expansion, CONCREEP 10,
Mechanics and Physics of Creep, Shrinkage and Durability of Concrete and Concrete Structures, 10611065
<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, 15791586 <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, 15611569
<pdf>

Hiratsuka, Y. andf Maekawa, K.
(2015). Multiscale and
multichemophysics analysis applied
to fatigue life assessment of
strengthened bridge decks, XIII Int.
Conf. on Computational Plasticity.
Fundamentals and Applications,
596607
<pdf>

Takahashi, Y., Tanaka, Y. and
Maekawa, K. (2015). Chemohygral
model for ASR expansion and its
effects on fatigue lives of
bridge slabs, XIII Int. Conf. on
Computational Plasticity.
Fundamentals and Applications,
944955
<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), 761780.
<pdf>

Maekawa, K., Ishida, T., Chijiwa, N.
and Fujiyama, C. (2015): Multiscale
CoupledHygromechanistic Approach to
the LifeCycle 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 NonLinear 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
SiteInspection for Cracking: A
Quantitative Discussion, Advances in
Structural Engineering, 17(4),
481494
<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.441453. DOI
10.1007/9783319004587_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), 352362.
<pdf>

Gebreyouhannes, E., Yoneda, T.,
Ishida, T. and Maekawa, K. (2014).
Multiscale based Simulation of
Shear Critical Reinforced Concrete
Beams Subjected to Drying, Journal
of Advanced Concrete Technology,
12(10), 363377.
<pdf>

Gebreyouhannes, E., Takahashi,
Y.,
Maekawa, K. (2014):A Poromechanical
approach for Assesing the Structural
Impacts of Corrosion in Reinforced
Concerete Members, Proceedings of
the 1st Ageing of Materials &
Structures 2014 Conference, 354362
<pdf> 
Takahashi, Y., Shibata, K., Maekawa,
K.(2014):ChemoHygral Modeling of
Structural Concrete Damaged by
Alkali silica Reaction, Proceedings
of the 1st Ageing of Materials &
Structures 2014 Conference, 424431
<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, 362369
<pdf> 
Kunieda, M., Zhu, X., Nakajima, Y.,
Tanabe, S., Maekawa, K. (2014):LongTerm Serviceability and Risk
Assessment of Shallow Underground RC
Culverts and Tunnels,
Proceedings of the 1st Ageing of
Materials & Structures 2014
Conference, 376383
<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, 250257
<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) "Ratedependent model of structural concrete incorporating kinematics of ambient water subjected to highcycle 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. 22802289.

Yoneda, T., Ishida, T., Maekawa, K., Gebreyouhannes, E., and Mishima, T. (2013) Simulation of EarlyAge Cracking due to Drying Shrinkage Based on a MultiScale Constitutive Model. Poromechanics V: ASCE, pp. 579588. http://ascelibrary.org/doi/abs/10.1061/9780784412992.069 
Suryanto, B., Maekawa, K. and Nagai, K. (2013). "Predicting the creep strain of PVAECC at high stress levels based on the evolution of plasticity and damage, Journal of Advanced Concrete Technology, 11, 3548. <pdf>  Ahmed
Mohammed Youssef Mohammed, Mohammad
Reza Okhovat, and Koichi Maekawa (2012), Numerical Investigation on
Damage Evolution of Piles inside
Liquefied Soil Foundation, 
DynamicLoading Experiments , World
Academy of
Science, Engineering and Technology
71, http://www.waset.org/journals/waset/v71/v71320.pdf <pdf> 
Fujiyama, C., Tang, X.J., Maekawa,
K. and An, X.H. (2013):
PseudoCrackingApproach to Fatigue
life Assessment of RC Bridge Decks
in Service, Journalof Advanced
Concrete Technology, 11, 721. <pdf> 
Development of a compressive
constitutive model for FRPconfined
concrete elements, Ghorbi, E.,
Soltani, M. and Maekawa, K.,
Composites Part B:Engineering,
504517,
2012.
<pdf> 
2012 
Maekawa,
K., Ishida, T., Chijiwa, N.,
Fujiyama, C. and Gebreyouhannes,
E.(2012): MULTISCALE AND
MULTICHEMOMECHANISTIC APPROACH TO
THE LIFECYCLE PERFORMANCE ASSESSMENT
OF STRUCURAL CONCRETE (invited
keynote), Proc. 1st Int. Conf. on
Performancebased and Lifecycle
Structural Engineering, Hong Kong Polytech U., 1525. <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
9780415633185), 313318. <pdf> 
Sagan,
M., Fujiyama, C. and Maekawa, K.
(2012): Investigation into cavitation as a cause of
ratedependent fatigue loss in
submerged concrete members, From
Materials to Structures 
Advancement through Innovation, Samali, Attard & Song (Eds), Taylor
& Francis Group, London (ISBN
9780415633185), 11711176. <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.375388, 2012 <pdf>  Maekawa, K.,
Suryanto, B., Fujiyama, C. and Chijiwa, N. (2012),
Microstructure based lifecycle assessment and
durability design of concrete bridges (invited plenary),
The 2nd International Conference on Microstructuralrelated
Durability of Cementitious Composites. <pdf> 
Motohiro Ohno, Nobuhiro Chijiwa, Benny Suryanto and Koichi Maekawa, An
Investigation into the LongTerm
Excessive Deflection of PC Viaducts
by Using 3D Multiscale Integrated
Analysis, Journal of Advanced
Concrete Technology, Vol.10,
pp.4758, 2012. <pdf> 
Ahmed
Mohammed Youssef Mohammed, Mohammad
Reza Okhovat, and Koichi Maekawa,
Damage Evolution of Underground
Structural Reinforced Concrete:
SmallScale StaticLoading
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), Multiscale simulation of
thermohygro mechanics on RCPC structures under
longterm 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 fiberparticle 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 SteelConcrete Composite Slabs under High Cycle Fatigue Loads, Journal of Advanced Concrete Technology Vol. 9 (2011) , No. 2 pp.193204 <pdf> 
Maekawa, K., Chijiwa, N. and Ishida, T. : Longterm deformational simulation of PC bridges based on the thermohygro model of micropores in cementitious composites, Cement and Concrete Research, Available online 6 May 2011 <pdf> 
Kohei NAGAI, Benny SURYANTO and Koichi MAEKAWA “SpaceAveraged
Constitutive Model for HPFRCCs with
MultiDirectional Cracking” ACI Material Journal, Vol.108, No.2, pp.139149, 2011.3 <pdf> 
Numerical simulation on shear capacity and postpeak ductility of reinforced highstrength concrete coupled with autogenous shrinkage, Esayas Gebreyouhannes and Koichi Maekawa, Journal of Advanced Concrete Technology, 9(1), 7388, 2011. <pdf> 
Threedimensional 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), 89102, 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> 
Smearedcrack 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), 315326, 2010. <pdf> 
Bidirectional Multiple Cracking Tests on HighPerformance FiberReinforced Cementitious Composite Plates, Benny Suryanto, Kohei Nagai and Koichi Maekawa, ACI Materials Journal/SeptemberOctober 2010, 450460.<pdf> 
Modeling and analysis of shearcritical ECC members with anisotropic stress and strain fields, Suryanto, B., Nagai, K. and Maekawa, K. , Journal of Advanced Concrete
Technology, 8(2), 239258, 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. SMS10501 http://management.kochitech.ac.jp/?content=journalpaper <pdf> 
Fatigue damage assessment for steelconcrete composite deck, Fujiyama, C. and Maekawa, K., Journal of Society for Social Management Systems 2010, Serial No. SMS10164 http://management.kochitech.ac.jp/?content=journalpaper <pdf> 
2009 
Mihashi, H., Maekawa, K, Ishida, T.,
Asamoto, S., Maruyama, I. (2009):
Multiscale modeling to link
observed behavior, characterization
and analysis, Creep, Shrinkage and
Durability Mechanics of Concrete and
Concrete Structures, Vol.1, CRC
Press, 117143.
<pdf> 
Maekawa, K. (2009): Antiseismic
Design, Diagnostics and
Reinforcement for Concrete
Structures, Stock Management for
Sustainable Urban Regeneration,
cSURUT Series: Library for
Sustainable Urban Regeneration
Volume 4, pp.101132. DOI
10.1007/9784431740933_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 MultiScale and MultiThermoMechanical Modeling of Cementitious Composites for Performance Assessment of Reinforced Concrete Infrastructures, Koichi Maekawa, 2009, Computational Structural Engineering, Part 1, Pages 3747 <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), 439454, 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. SMS09149 http://management.kochitech.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, 365376, June 2008. <pdf> 
Pathdependent mechanical model for
deformed reinforcing bars at RC
interface under coupled cyclic shear
and pullout tension. Soltania,M.,
and Maekawa, K, Engineering Structures,
30, 10791091, 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, 215226, February 2008. <pdf> 
PathDependent 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, 227242, 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, 7790, 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. SMS10164 http://management.kochitech.ac.jp/?content=journalpaper <pdf> 
2007 
Threedimensional 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), 409421, 2007. <pdf> 
Ultimate strength of reinforce
concrete shear walls under
multiaxes seismic loads, Yoshio
Kitada, Takao Nishikawa, Katsuki
Takiguchi, and Koichi Maekawa,
Nuclear Engineering and Design, 237, 13071314, 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. 801811, 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. 813825
<pdf> 
Chemophysical 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 temperaturedependent microstructures of cement hydrates, Nakarai, K., Ishida, T., Kishi, T. and Maekawa, K., Cement and Concrete Research, 37, 139150, 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 565578. <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), 15871607
<pdf>

Multichemo physical approach to life
cycle assessment of structural concrete and soil
foundation, Koichi Maekawa, Tetsuya Ishida, Kenichiro
Nakarai, IBRACON Structural Journal, Volume 2, Number 3,
pp.293311, 2006.12
<pdf>

Multiscale Physicochemical Modeling
of SoilCementitious Material
Interaction, Nakarai, K., Ishida, T.
and Maekawa, K., Soils and
Foundations, Vol.46 No.5, 2006.<pdf> 
ThreeDimensional Fatigue Simulation
of RC Slabs under Traveling
WheelType Loads, Maekawa, K., Gebreyouhannes, E., Mishima, T. and
An, X., Journal of Advanced
Concrete Technology, 4(3)
445457, 2006. <pdf> 
Modeling of Calcium Leaching from
Cement Hydrates Coupled with
MicroPore Formation, Nakarai, K.,
Ishida, T. and Maekawa, K.,
Journal of Advanced Concrete
Technology, 4(3) 395407, 2006. <pdf> 
Seismic analysis of underground
reinforced concrete structures
considering elastoplastic interface
element with thickness, Nam, S. H.,
Song, H. W., Byun, K. J. and Maekawa,
K., Engineering Structures,
28, 11221131, 2006. <pdf> 
Computeraided 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) 325336, 2006. <pdf> 
TimeDependent 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) 301323, 2006. <pdf> 
TimeDependent SpaceAveraged
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) 193207, 2006. <pdf> 
CrossSectional Damage Index for RC
BeamColumn Members Subjected to
MultiAxial Flexure, Tsuchiya, S. and Maekawa, K.,
Journal of Advanced Concrete
Technology, 4(1) 179192, 2006. <pdf> 
Direct PathIntegral 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)159177, 2006. <pdf> 
2005 
RC PileSoil Interaction Analysis using a 3DFinite Element Method with Fiber Theorybased Beam Elements, T. Maki, K. Maekawa and H.Mutsuyoshi, Earthquake Engineering and Structural Dynamics, 99,126, 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), 253265, 2005. <pdf> 
Performance based design for
selfcompacting structural high
strength concrete, Okamura, H., Maekawa, K. and Mishima, T., ACI, SP
2282, 1334, 2005.
<pdf>

Localized nonlinearity and
sizedependent mechanics of inplane
RC element in shear, Soltani, M.,
An, X. and Maekawa, K.,
Engineering Structures, Vol.27,
891908, 2005. <pdf> 
Computational performance assessment
of damaged RC members with fractured
stirrups, Kukrit Toongoenthong and
Koichi Maekawa, Journal of Advanced Concrete
Technology,
3(1) 123136, 2005. <pdf> 
Multimechanical approach to
structural performance assessment of
corroded RC members in shear, Kukrit
Toongoenthong and Koichi Maekawa, Journal of Advanced Concrete
Technology,
3(1) 107122, 2005. <pdf> 
2004 
TimeDependent PostPeak Softening
of RC Members in Flexure, Khaled Farouk ElKashif and Koichi
Maekawa, Journal of Advanced Concrete
Technology,
2(3) 301315, 2004. <pdf> 
Interaction of PreInduced Damages
along Main Reinforcement and
Diagonal Shear in RC Members, Kukrit Toongoenthong and Koichi
Maekawa, Journal of Advanced Concrete
Technology,
2(3) 431443, 2004. <pdf> 
Theoretically identified strong
coupling of carbonation rate and
thermodynamic moisture states in
micropores of concrete, Ishida, T.,
Maekawa, K. and Soltani, M., Journal of Advanced Concrete
Technology,
2(2) 213222, 2004. <pdf> 
Cyclic cumulative damaging of
reinforced concrete in postpeak
regions, Maekawa, K. and ElKashif,
K. F., Journal of Advanced Concrete
Technology,
2(2) 257271, 2004. <pdf> 
Timedependent nonlinearity of
compression softening in concrete,
ElKashif, K. F. and Maekawa, K., Journal of Advanced Concrete
Technology,
2(2) 233247, 2004. <pdf> 
Pre and PostYield FEM Simulation of
Bond of Ribbed Reinforcing Bars, Hamed M. M. Salem and K. Maekawa,
Journal of Structural Engineering, ASCE, 130(4), 2004, pp.671680. 
Computer aided reinforcement design
of RC structures, An, X. and Maekawa,
K., Computers and Concrete, Vol.1,
No.1 (2004), 1530. 
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, 453461, 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, 389404, 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) 451461
<pdf> 
Computational Platform for Safety
and Lifecycle 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> 
Multiscale 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.91126, 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.337348, MayJune
2003. <pdf> 
Computational model for post
cracking analysis of RC membrane
elements based on local
stressstrain characteristics, Soltani, M., An, X. and Maekawa, K.,
Engineering Structures, Vol. 25,
pp.9931007, 2003. <pdf> 
Shear transfer constitutive model
for precracked 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 105118. <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, V58,
No.725, 305319, 2003. <pdf> 
Behavior of reinforced concrete
beams subjected to biaxial shear, Hansapinyo, C., Maekawa, K. and Chaisomphob, T., Journal of
Materials, Concrete Structures and
Pavements, V58, No.725, 321331,
2003.<pdf> 
2002 
Pathdependent cyclic stressstrain
relationship of reinforcing bar
including buckling, Dhakal, R. P.
and Maekawa, K., Engineering
Structures 24(2002), 13831396. <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.5766, 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.591602. <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 postyield buckling of
reinforcement, Dhakal, R.P. and Maekawa, K., Journal of Structural
Engineering, ASCE, September 2002,
pp.11391147. 
Finite element failure analysis of
reinforced concrete Tgirder
bridges, Song, H. W., You, D. W., Byun, K. J. and Maekawa, K.,
Engineering Structures, 24 (2002)
151162. <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.655664, 2002. 
2001 
Tsuchiya, S., Ogasawara, K., Tsuno,
K., Ichikawa, H. and Maekawa, K.
(2001). Multidirectional 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/V51, 135147, 2001 <pdf> 
Finite element analysis and behaviour of precracked reinforced
concrete members in shear, Pimanmas,
A. and Maekawa, K., Magazine of
Concrete Research, 53(2001),
No.4, 263282.
<pdf> 
Shear failure of RC members
subjected to precracks and combined
axial tension and shear, Pimanmas,
A. and Maekawa, K., Journal of
Materials, Concrete Structures and
Pavements, V53, No.690, pp.159174,
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, V52,
No.683, pp.173186, 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, V52,
No.683, pp.157171, 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.131146, 2001.6
<pdf> 
Earlyage 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.6372.<pdf> 
2D and 3D multidirectional 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. 
Postpeak 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 precrack on RC
behavior in shear, Pimanmas, A. and Maekawa, K., Journal of Materials,
Concrete Structures and Pavements,
V50, No.669, pp.277291, 2001.2.<pdf> 
Multidirectional fixed crack
approach for highly anisotropic
shear behavior in precracked RC
members, Pimanmas, A. and Maekawa,
K., Journal of Materials, Concrete
Structures and Pavements, V50,
No.669, pp.293307, 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,
335368. <pdf> 
On the process of performancebased dimensioning, Pierre,
C. J. Hooqenboom, Hamed Salem and Koichi Maekawa, Proceedings of the eighth international conference on computing in civil and building engineering, 2000. 
Threedimensional modeling of
reinforced concrete with
multidirectional 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, V45,
No.634, pp.369386, 1999.11. <pdf> 
Three dimensional modeling of
reinforced concrete with
multidirectional cracking, Hauke,
B. and Maekawa, K., Journal of
Materials, Concrete Structures and
Pavements, V45, No.634, pp.349368,
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, V42,
No.613, pp.295307, 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, V42,
No.613, pp.277293, 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.871876, 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, V38,
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., 303322.
.<pdf> 
Pathdependent nonlinear analysis of
RC shells subjected to combined
inplane membrane and outofplane
flexural actions, Irawan, P. and Maekawa, K., Concrete Library of JSCE, No.30, pp.221238, Dec. 1997.. 
Pathdependent threedimensional
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.743754,
Nov. 1997.
<pdf> 
Failure Analysis of Underground RC
Frame Subjected to Seismic, An, X.
and Maekawa, K., Proc. of JSCE,
No.571/V36, pp.251268, 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/V35,
pp.297316, 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/V34, pp.159172, Feb.1997. <pdf> 
PathDependent Nonlinear Analysis of
Reinforced Concrete Shells, Irawan,
P. and Maekawa, K., Proc. of JSCE,
No.557/V34, pp.121134, Feb. 1997. <pdf>; 
1996 
Nonlinear response of underground RC
structures under shear, Shawky, A.
and Maekawa, K., 1996, Proc. of JSCE,
No.538/V31. <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/V31. <pdf> 
Computational approach to
pathdependent nonlinear RC/Soil
interaction, Shawky, A. and Maekawa,
K., 1996, Proc. of JSCE, No.532/V30. <pdf> 
Embedded bar behavior in concrete
under combined axial pullout and
transverse displacement, Maekawa, K.
and Qureshi, J.,
1996,
Proc. of JSCE No.532/V30. <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/V28. <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/V28. <pdf> 
1994 
Threedimensional analysis of
strength and deformation of confined
concrete columns, Irawan, P. and Maekawa, K., 1994, Concrete Library
of JSCE, No.24. 
1993 
Triaxial elastoplastic and continuum
fracture model for concrete, Maekawa, K., Takemura, J., Irawan, P. and Irie, M., 1993, Concrete Library of JSCE,
No.22.<pdf> 
Threedimensional analysis on strength
and deformation of concrete confined by lateral
reinforcement, Irawan, P. and Maekawa, K., 1993, Proc.
of JSCE No.472/V20.<pdf> 
Strength and damage analysis of concrete
confined by steel casing Irawan, P. and Maekawa, K.,
1993, Proc. of JSCE No.472/V20. <pdf> 
Application of multiphase model to the
pipe flow of fresh concrete Ozawa, K., Nanayakkara, A.
and Maekawa, K., 1993, Proc. of JSCE No.466/V19.<pdf>; 
Multiphase model for flow of
liquidsolid assembly through pipeline Maekawa, K.,
Ozawa, K. and Nanayakkara, A., 1993, Proc. of JSCE No.466/V19.<pdf> 
Deformational resistance of fresh
concrete through bent and tapered pipes Nanayakkara, A.,
Ozawa, K. and Maekawa, K., 1993, Proc. of JSCE
No.466/V19.<pdf> 
Plasticity in concrete nonlinearity under
triaxial confinement Maekawa, K., Takemura, J., Irawan,
P. and Irie, M., 1993, Proc. of JSCE No.460/V18. <pdf> 
Continuum fracture in concrete
nonlinearity under triaxial confinement Maekawa, K.,
Takemura, J., Irawan, P. and Irie, M., 1993, Proc. of
JSCE No.460/V18 <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/V16
<pdf> 
Verification of the universal stress
transfer model Bujadham, B., Mishima,
T. and Maekawa, K., 1992, Proc. of
JSCE No.451/V17 <pdf> 
The universal model for stress
transfer across cracks in concrete
Bujadham, B. and Maekawa, K., 1992,
Proc. of JSCE No.451/V17 <pdf> 
Qualitative studies on mechanisms of
stress transfer across cracks in
concrete, Bujadham, B. and Maekawa,
K., 1992, Proc. of JSCE No.451/V17 <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 temperaturedependent hydration
of cement, Concrete Library of JSCE,
18, December.
<pdf> 
Time and pathdependent 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 liquidsolid
flow in bend pipes, Nanayakkara, A.,
Ozawa, K. and Maekawa, K., 1991,
Proc. of JSCE, No.426/V14. <pdf> 
Solid stiffness model for analysis
of fresh concrete flow, Maekawa, K.,
Ozawa, K. and Nanayakkara, A., 1991, ASME Liquidsolid flow, FEDVol.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 hydrationheat
generation process of cement in
concrete, Concrete Library of JSC,
No.16, December, 111124. <pdf> 
Deformational compatibility of
aggregate phase for tapering flow of
dense liquidsolid material, Nanayakkara, A., Ozawa, K. and Maekawa, K., 1990, Proc. of JSCE No.426/V14 <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 liquidsolid flows of
model concrete, Ozawa, K., Nanayakkara, A. and Maekawa, K.,平成 1.8, Proc. of JSCE No.408/V11 <pdf> 
Flow and segregation behavior of a
twophase model concrete around
bifurcating pipe lines, Ozawa, K., Nanayakkara, A. and Maekawa, K., 平成 1.8, Proc. of JSCE No.408/V11 <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, 1520
<pdf> 
1988 
Miyahara, T., Kawakami, T. and
Maekawa, K. (1988). Nonlinear
behavior of cracked reinforced
concrete plate element, Concrete
Library of JSCE, 11, 131144.
<pdf> 
Flow and segregation of fresh
concrete around bifurcation in pipe
lines, Ozawa, K., Nanayakkara, A.
and Maekawa, K., 1988, ASME,
FEDVol.75.
<pdf> 
Flow and segregation of fresh
concrete in tapered pipes 
Twophase computational model, Nanayakkara, A., Gunatilaka, D.,
Ozawa, K. and Maekawa, K., 1988, ASME, FEDVol.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, 575590
<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,
675686.
<pdf>

Numerical problems in nonlinear
finite element analysis of the
postfailure 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,
675686.
<pdf> 
Maekawa. K., Harada, S. and Suzuki, Y. (1984). On the constitutive equation of expansive concrete, Cement Association of Japan Review, 92, 312315.
<pdf> 
1983 
The Deformational Behavior and Constitutive Equation of Concrete Using the ElastoPlastic 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,
125132.<pdf> 
1981 
Nonlinear finite element analysis of
deep beams, Niwa, J., Maekawa, K.
and Okamura, H., 1981, IABSE COLLOQUIUM, Vol.34. <pdf> 
Manmachine interactive analysis in
concrete structure using a
microcomputer, Maekawa, K.,
Yamazaki, J. and Sakura, T., 1981, IABSE COLLOQUIUM, Vol.34. 
       
                    
                    
           
                  
      
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