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--> S-read (Saitama University Researcher Directory) Publications Last
update: 2019.11 Journal Papers 01.
Haque,
N. M. and Maki, T.: Finite element approach to evaluate time dependent
shear behavior of connections in hybrid steel-PC girder under sustained
loading, International Journal of Structural and Construction Engineering
(World Academy of Science, Engineering and Technology), Vol.13, No.9, 2019.10 02. Haque, N. M., and Maki, T.:
Experimental study on time-dependent deformation of hybrid steel-PRC girder
with headed stud shear connections under sustained loading, Structures, No.22,
pp.327-340, 2019.9 03. Tariq, Kh. A. and Maki, T.:
Use of cement-treated sand to
enhance the lateral capacity of pile foundations, International Journal of
Physical Modelling in Geotechnics, 2018.8 (10.1680/jphmg.17.00020) 04. Basit, S., Maki, T.,
Mutsuyoshi, H., Ishihara, Y., Tajima, H.: Development of effective precast concrete
barrier wall thickness for existing bridge, Journal of Structural Engineering,
JSCE, Vol.65A, pp.579-588, 2018.3 05. Shiraiwa, S., Kawanaka, M., Shono,
A., Sato, T. and Maki, T.: Application of localized pipe cooling as a
countermeasure to prevent cracks in tunnel concrete lining, Journal of JSCE (F1), Vol.72,
No.3, p.I_36-I_46, 2016. (in Japanese) 06. Yonetsu, K., Fujiyama, C.,
Tsuchiya, S., Maki, T., Saito, S. and Watanabe, T.: Damage assessment
for composite members and joints based on nonlinear finite element analysis,
Journal of JSCE (A1), Vol.72, No.5, p.II_124-II_134, 2016. (in
Japanese) 07. Maki, T., Hayasaka, M. and Nakamura, S.:
Dynamic response behavior of RC columns under water, Journal of Structural
Engineering, JSCE, Vol.62A, pp.885-895, 2016. (in Japanese) 08. Maki, T., Tsuchiya, S., Saito, S. and
Watanabe, T.: Numerical evaluation of load-carrying mechanisms of RC columns
based on damage of constitutive materials, Journal of JSCE (E2), Vol.71,
No.1, pp.29-47, 2015. (in Japanese) 09. Asamoto, S., Kato, K. and Maki,
T.: Effect of creep induction at an early age on subsequent prestress
loss and structural response of prestressed concrete beam, Construction and
Building Materials, Vol. 70, pp. 158-164, 2014 10. Tariq, Kh. A. and Maki, T.:
Mechanical behaviour of cement-treated sand, Construction and Building
Materials, Vol.58, pp.54-63, 2014 11. Tsuchiya, S., Maki, T.,
Saito, S., Sakaguchi, J. and Watanabe, T.: Applications of material damage
indices to nonlinear 2D seismic finite element analyses of RC sturctures,
Journal of JSCE (E2), Vol.70, No.2, pp.226-231, 2014 (in Japanese) 12. Shinozaki, H., Asai, H., Kaminaga,
Y., Maki, T. and Mutsuyoshi, H.: A study on joint of composite steel
girder and PC girder using shear connecting method, Journal of Structural
Engineering, JSCE, Vol.60A, pp.861-871, 2014. (in Japanese) 13. Shinozaki, H., Asai, H., Maki,
T. and Mutsuyoshi, H.: An experimental study on cylindrical shear connector
inserted in perforated steel plate, Journal of JSCE (A1), Vol.69, No.3,
pp.543-556, 2013. (in Japanese) 14. Sakaguchi, J., Tsuchiya, S.,
Watanabe, T., Saito, S. and Maki, T.: Shear strength of reinforced
concrete beams with a large amount of shear reinforcement, Journal of JSCE
(E2), Vol.69, No.2, pp.192-206, 2013 (in Japanese) 15. Maki, T., Saito, S., Tsuchiya, S.,
Watanabe, T. and Shima, H.: Damage assessment of RC frame structures
subjected to cyclic loading using nonlinear finite element analyses, Journal of
JSCE (E2), Vol.69, No.1, pp.33-52, 2013. (in Japanese) 16. Tsuchiya, S., Maki, T.,
Saito, S., Watanabe, T. and Maekawa, K.: Damage assessment and load-carrying
capacity of RC planar members by nonlinear finite element analyses, Journal
of JSCE (E2), Vol.68, No.3, pp.209-224, 2012. (in Japanese) 17. Asamoto, S., Kato, M., Maki, T.
and Kurashige, I.: Investigation into effect of curing temperature and
mineral admixtures on shrinkage cracking resistance by advanced shrinkage
restrain test, Cement Science and Concrete Technology, No.66, pp.95-102,
2012. (in Japanese) 18. Chotesuwan, A., Mutsuyoshi, H. and
Maki, T.: Seismic behavior of bridges with pier and foundation
strengthening: PsD tests and analytical study, Earthquake Engineering &
Structural Dynamics, Volume 41, Issue 2, pp.279-294, 2012.2 (Article first
published online : 25 May 2011, DOI: 10.1002/eqe.1129) 19. Yamashita, T., Hori, M., Oguni,
K., Okaszawa, S., Maki, T. and Takahashi, Y.: Reformulation of
non-linear constitutive relations of concrete for large-scale finite element
method analysis, Journal of JSCE (A2), Vol.67, No.1, pp.145-154, 2011. (in
Japanese) 20. Saito, S., Maki, T.,
Tsuchiya, S. and Watanabe, T.: Damage assessment of RC beams by nonlinear
finite element analyses, Journal of JSCE (E2), Vol.67, No.2, pp.166-180,
2011. (in Japanese) 21. Maki, T., Mutsuyoshi, H. and Chotesuwan,
A.: Seismic safety of strengthened highway bridges, Expressways and
Automobiles, Vol.53, No.9, pp.18-24, 2010. (in Japanese) 22. Maki, T., Kawamura, C., Ueda, T.,
Tsuchiya, S. and Watanabe, T.: Numerical study on pull-out resistance of
joint connection in steel-concrete hybrid PC Langer bridge, Journal of JSCE
(A), Vol.66, No.3, pp.491-504, 2010. (in Japanese) 23. Pandey, G. R., Mutsuyoshi, H., Maki,
T.: Seismic Performance of Bond Controlled RC Columns, Engineering
Structures, Vol.30, Is.9, pp.2538-2547, 2008.9. 24. Maki, T., Tsuchiya, S., Watanabe, T. and
Maekawa, K.: Seismic response analysis of RC pile foundation-soil coupled
system using 3D nonlinear finite element method, Journal of JSCE (A), Vol.64,
No.2, pp.192-207, 2008. (in Japanese) 25. Tuladhar, R., Maki, T. and
Mutsuyoshi, H.: Cyclic behavior of laterally loaded concrete piles embedded
into cohesive soil, Earthquake Engineering & Structural Dynamics, Volume
37, Issue 1, pp.43-59, 2008. 26. Maki, T., Mutsuyoshi, H., Tuladhar, R. and
Daigo, K.: Restoring force and deformation of large-scale concrete pile
embedded into cohesive soil, Journal of JSCE (E), Vol.63, No.3, pp.396-409, 2007. (in
Japanese) 27. Maki, T., Maekawa, K. and Mutsuyoshi, H.:
RC Pile-Soil Interaction Analysis using a 3D-Finite Element Method with Fiber
Theory-based Beam Elements, Earthquake Engineering & Structural Dynamics,
Volume 35, Issue 13, pp.1587-1607, 2006. 28. Mutsuyoshi, H., Maki, T.,
Pandey, G. R. and Sugita, K.: Enhancement of seismic behavior of reinforced
concrete columns by controling bond between concrete and reinforcement,
Journal of JSCE, No.802/V-69, pp.155-169, 2005. (in Japanese) 29. Maki, T. and Mutsuyoshi, H.: Seismic
Behavior of Reinforced Concrete Piles under Ground, Journal of Advanced
Concrete Technology, Japan Concrete Institute, Vol.2, No.1, pp.37-47, 2004. 30. Maki, T., Mutsuyoshi, H. and Maekawa, K.:
Applicability of fiber model to RC pile-soil interaction analysis, Journal of
JSCE, No.746/V-61, pp.57-70, 2003. (in Japanese) 31. Mutsuyoshi, H., Maki, T.,
Yamada, D., Konishi, Y. and Fujita, R.: Seismic strengthening of a beam in RC
rigid frame structures, Journal of JSCE, No.746/V-61, pp.215-228, 2003. (in
Japanese) 32. Maki, T. and Mutsuyoshi, H.: Rstoring
force and deformation of reinforced concrete piles, Journal of JSCE,
No.683/V-52, pp.103-118, 2001. (in Japanese) 33. Mutsuyoshi, H., Zatar, W. A. and Maki,
T.: Seismic behavior of partially prestressed concrete piers, Journal of
JSCE, No.669/V-50, pp.27-38, 2001. (in Japanese) 34. Maki, T., Mutsuyoshi, H. and Sasaki, M.:
Experimental Study on Restoring Force of Reinforced Concrete Pile,
Transactions of the Japan Concrete Institute, Vol.22, pp.279-286, 2000. 35. Maki, T. and Uomoto, T.: Application of
2-D distinct element method for evaluating rebound of shotcrete, Journal of
JSCE, No.620/V-43, pp.109-118, 1999. (in Japanese) 36. Maki, T., Takano, K. and Mutsuyoshi, H.:
Response Analysis of Reinforced Concrete Pier considering Nonlinearity of
Ground, Transactions of the Japan Concrete Institute, Vol.20, pp.125-130,
1998. |
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Refereed Proceedings
* only the papers written in
English Ishihara, Y., Tajima,
H., Watanabe, T., Mutsuyoshi, H., Maki, T.: Development of precast concrete
barriers for replacement in Metropolitan Expressways, Proceedings of The
International Federation for Structural Concrete 5th International fib
Congress, Melbourne, Australia, 2018.10 Tariq, Kh. A. and Maki,
T.: Softening behavior of cement treated sand, Proceedings of the Japan
Concrete Institute, Vol.35, 2013.7 Tariq, Kh. A. and Maki, T.:
Behavior of cement treated sand under cyclic compressive stress, Proceedings
of the 3rd Specialty Conference on Material Engineering and Applied
Mechanics, Canadian Society for Civil Engineering CSCE 2013 Annual
Conference, Montreal, Canada, May 29-June 1, 2013, pp.MEC-5-1_10 Tariq, Kh. A. and Maki, T.:
Cement Treated Sand as a Measure
Against Cyclic Loading, Proceedings of the 4th International Conference on
Grouting and Deep Mixing, Geotechnical Special Publication (SN-978-0-7844-1235-0),
2012.8 Rauf, A., Sato, R. and
Maki, T.: Behavior of Quantitatively Damaged Epoxy Injected Concrete in Axial
Tension, Proceedings of the Japan Concrete Institute, Vol.33, No.2,
pp.1441-1446, 2011.7 Chotesuwan, A.,
Mutsuyoshi, H., Maki, T. and Koyama, J.: Seismic Behavior of Bridge Pier and
Foundation after Strengthening, Proceedings of the Japan Concrete Institute,
Vol.32, No.2, pp.841-846, 2010.7 Chotesuwan, A.,
Mutsuyoshi, H., Suzuki, Y. and Maki, T.: Influence of Strengthening of Bridge
Piers on Seismic Behavior of Foundation, Proceedings of the Japan Concrete
Institute, Vol.31, No.2, pp.877-882, 2009.7 Tuladhar, R.,
Mutsuyoshi, H., Maki, T. and Rajbhandary, A.: Analytical Study on Influence
of Pile Modeling on the Response Behavior of Concrete Structures, Proceedings
of the Japan Concrete Institute, Vol.29, No.3, pp.847-852, 2007.7 Tuladhar, R., Mutsuyoshi, H., Maki,
T.: Full-scale Test on Concrete Piles under Seismic Loading, Proceedings
of the 1st European Conference on Earthquake Engineering and Seismology,
Geneva, Switzerland, Paper No.745, 2006.9. Tuladhar, R.,
Mutsuyoshi, H., Maki, T. and Daigo, K.: Analytical Study on Seismic Behavior
of Full-Scale Concrete Piles in Cohesive Soil, Proceedings of the Japan
Concrete Institute, Vol.28, No.2, pp.1045-1050, 2006.7 Rajbhandary, A., Pandey
G. R., Mutsuyoshi, H. and Maki, T.: Shear Strengthening of RC Bridge Piers by
Steel Jacketing with Expansive Cement Mortar as Adhesives, Proceedings of the
Japan Concrete Institute, Vol.28, No.2, pp.1189-1194, 2006.7 Maki, T. and Mutsuyoshi, H.: Response
Behavior of RC Pile-Soil System using Finite Element Method, Proceedings of
the 2nd International Congress, Naples, Italy, Paper ID 4-13(CD-ROM), 2006.6.
Pandey, G. R., Mutsuyoshi, H., and
Maki, T.: Mitigating Seismic Damage of RC Structures - A New Approach,
Proceedings of the 2nd International Congress, Naples, Italy, Paper ID
8-23(CD-ROM), 2006.6. Pandey, G. R., Mutsuyoshi, H. and Maki,
T.: A New Approach on Mitigating Seismic Damage of RC Structures, The 8th
National Conference on Earthquake Engineering, San Francisco, USA, 2006.5. Pandey, G. R.,
Mutsuyoshi, H., Maki, T. and Tanino, R.: Enhancing Shear Capacity by
Controlling Bond of Reinforcement, Proceedings of the Japan Concrete
Institute, Vol.27, No.2, pp.799-804, 2005.6 Tuladhar, R.,
Mutsuyoshi, H., Maki, T. and Daigo, K.: Lateral Loading Tests of Full-scaled
Concrete Piles embedded into the Ground, Proceedings of the Japan Concrete
Institute, Vol.27, No.2, pp.919-924, 2005.6 Pandey, G. R.,
Mutsuyoshi, H., Maki, T. and Uchibori, H.: Numerical Study on Seismic
Behavior of RC Bridge Piers with Bond Controlled Reinforcement, Proceedings
of the Japan Concrete Institute, Vol.26, No.2, pp.1207-1212, 2004.7 |
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Keynote lectures * only the papers written in
English Maki, T. and Doju, E.:
Investigation on mechanical behaviour of joint connection in steel-concrete
hybrid structures, Keynote addresses in the 5th International Symposium on
Advances in Civil and Environmental Engineering (ACEPS) –
Practices for Sustainable Development, Galle, Sri Lanka, pp.22-30, 2017.3 |
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Oral Presentations * only the papers presented in
English Maki, T., Sarafaz, B. and Hayasaka, M.:
Dynamic response of reinforced concrete columns under water, Proceedings of
the 3rd International Symposium on Engineering, Energy and Environment
(ISEEE), Bangkok: 17-20 November 2013, pp.447-452, 2013.11 Watanabe, R. and Maki, T.: Mechanical
behavior of stud shear connector under sustained shear and compression
forces, Proceedings of the 3rd International Symposium on Engineering, Energy
and Environment (ISEEE), Bangkok: 17-20 November 2013, pp.465-470, 2013.11 Maki, T. and Watanabe, R.: Mechanical
behavior of stud shear connector under sustained shear and compression
forces, Proceedings of The 13th East Asia-Pacific Conference on Structural
Engineering and Construction, Sapporo, Japan, E-4-5, 2013.9 Tariq, Kh. A. and Maki, T.: Behavior of
cement treated sand under large deformations, Proceedings of the 3rd
International Conference on Sustainable Construction Materials and
Technologies (SCMT3), Kyoto, Japan, August 18-21, No.e315, 2013.8 Maki, T. and Watanabe, R.: Mechanical
behavior of stud shear connector under sustained shear and compression
forces, Proceedings of The 13th East Asia-Pacific Conference on Structural
Engineering and Construction, Sapporo, Japan, E-4-5, 2013.9 Maki, T., Sarafaz, B. and Hayasaka, M.:
Dynamic response of reinforced concrete columns under water, Proceedings of
the 3rd International Symposium on Engineering, Energy and Environment
(ISEEE), Bangkok: 17-20 November 2013, pp.447-452, 2013.11 Watanabe, R. and Maki, T.: Mechanical
behavior of stud shear connector under sustained shear and compression
forces, Proceedings of the 3rd International Symposium on Engineering, Energy
and Environment (ISEEE), Bangkok: 17-20 November 2013, pp.465-470, 2013.11 Basit, S., Maki, T. and Maekawa, K: Dynamic
response behavior of reinforced concrete column under water, Proceedings of
the 67th Annual Conference of JSCE, CS4-069, pp.137-138, 2012.9 Tariq, Kh. A. and Maki, T.: Compression zone
length of cement treated sands, Proceedings of the 67th Annual Conference of
JSCE, CS4-072, pp.143-144, 2012.9 Maki, T., Kawamura, C., Ueda, T., Tsuchiya,
S. and Watanabe, T.: Finite element analysis of joint connection in
steel-concrete hybrid Langer bridge, Proceedings of the IABSE-JSCE Joint
Conference on Advances in Bridge Engineering-II, Dhaka, Bangladesh,
pp.201-210, 2010.8. Maki, T., Toriu, M. and Wada, N.: Evaluation
of Seismic Damage and Reparability of RC Columns in terms of Cracks,
Proceedings of International Symposium on Engineering, Energy and
Environment, Rayong, Thailand, pp.46-51, 2009.11 Mutsuyoshi, H., Maki, T. and Chotesuwan, A.:
Influence of Strengthening of Bridge Piers on Seismic Behavior of Foundation,
Proceedings of International Symposium on Engineering, Energy and
Environment, Rayong, Thailand, pp.64-69, 2009.11 Maki, T., Tsuchiya, S., Watanabe, T. and
Maekawa, K.: Seismic Response Analysis of Pile Foundation using Finite
Element Method, Proceedings of the 14th World Conference on Earthquake
Engineering, Beijing, China, Oct. 12-17, 2008. Maki, T., Tsuchiya, S., Watanabe, T. and Maekawa,
K.: Seismic Response Analysis of Pile Foundation using Finite Element Method,
Proceedings of the 2nd Japan-Greece Workshop on Seismic Design, Observation
and Retrofit of Foundations, Tokyo, Japan, April 3-4, pp.409-416, 2007.4. Maki, T., Tuladhar, R. and Mutsuyoshi, H.: RC
Pile Foundation-Soil Interaction Analysis using 3-D Finite Element Method,
Proceedings of the 4th International Conference on Urban Earthquake
Engineering, Tokyo Institute of Technology, Tokyo, Japan, pp.617-624, 2007.3.
Tuladhar, R., Mutsuyoshi, H., Maki, T.:
Seismic Pile-Soil Interaction. Proceedings of the 8th International Summer
Symposium, Japan Society of Civil Engineers, pp.43-46, 2006.7. Pandey, G. R., Maki, T., Mutsuyoshi, H., Tanino,
R. and Shoordor, E.: Enhancement of Shear Strength and Ductility of RC Piers
by Controlling Bond of Reinforcing Bars, Proceedings of the 8th Symposium on
Ductility Design Method of Bridges, JSCE, pp. 319-324, 2005. Maki, T. and Mutsuyoshi, H.: Effect of
Confining Soil Pressure on Response Behavior of RC Piles under Ground,
Proceedings of the 13th World Conference on Earthquake Engineering,
Vancouver, Canada, included in CD-ROM, 2004.8 Maki, T., Okitsu, M., Nakamura, M. and
Mutsuyoshi, H.: Effect of Confining Soil Pressure on Ductility of RC Piles
under Ground, Proceedings of the 9th East-Asia Pacific Conference on
Structural Engineering & Construction, Bali, Indonesia, included in
CD-ROM, 2003.12 Maki, T. and Mutsuyoshi, H.: Effect of Local
Characteristics between Pile and Soil on Seismic Behavior of RC Piles under
Ground, Proceedings of fib 2003 Symposium on Concrete Structures in Seismic
Regions, Athens, Greece, included in CD-ROM, 2003.5 Maki, T. and Mutsuyoshi, H.: Study on Seismic
Performance of Reinforced Concrete Piles under Ground, Proceedings of the 3rd
International Workshop on Performance-Based Seismic Design and Retrofit of
Transportation Facilities, TIT, Japan, pp.67-78, 2002.7 Maki, T. and Mutsuyoshi, H.: Response
Behavior of Reinforced Concrete Piles in Sand Soil, Proceedings of ICCMC/IBST
International Conference on Advanced Technologies in Design, Construction and
Maintenance of Concrete Structures, Hanoi, Vietnam, pp.303-308, 2001.3 Maki, T. and Mutsuyoshi, H.: Response
Behaviour of RC Piles under Severe Earthquake, Proceedings of the 12th World
Conference on Earthquake Engineering, Auckland, New Zealand, included in
CD-ROM, 2000.2 Maki, T., Takano, K. and Mutsuyoshi, H.:
Response Analyses of Reinforced Concrete Pier with Pile Footing considering
Nonlinear Soil, Proceedings of the 7th East-Asia Pacific Conference on
Structural Engineering & Construction, Kochi, Japan, 1999.8 Maki, T. and Uomoto, T.: Fundamental Study on
Mechanism of Shotcrete - Application of 2D-DEM for Estimation of Rebound -, Proceedings
of the 6th East Asia-Pacific Conference on Structural Engineering &
Construction, Taipei, Taiwan, 1998.1 |
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Dissertations ² Doctor Dissertation (University of
Tokyo) - 2002.7 Seismic Performance Evaluation of Reinforced Concrete
Piles under Ground (Dr.
K. Maekawa(chair), Dr. F. Tatsuoka, Dr. K. Konagai, Dr. M. Abe, Dr. X. An) ² Master Dissertation (University of
Tokyo) - 1997.3 Fundamental Study on Mechanism of Shotcrete
using 2D Distinct Element Method (Dr.
T. Uomoto(chair) and Dr. K. Meguro) ² Bachelor Dissertation (University
of Tokyo) - 1995.3 3D Finite Element Analysis of Large-scale
Reinforced Concrete Footings (Dr.
K. Maekawa) |
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Awards
(2013.3) ² 2010 – Award for Papers on Road and
Transportation: 'Seismic safety of strengthened highway bridges' (also
awarded for co-author Dr. Chotesuwan Anawat) ² 2003 – JSCE Award for JSCE
Journal paper: 'Seismic Performance Evaluation of RC Structures including
Foundation and Soil using 3D Finite Element Analysis' ² 2002 – Best Presentation Award in
JCI Annual Conference: 'Effect of Local Characteristics between Pile and Soil
on Response Behavior of RC Piles' ² 1997 – Best Presentation Award in
JCI Annual Conference: 'Fundamental Study on Mechanism of Shotcrete using 2-D
Distinct Element Method' |
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Produced by Takeshi MAKI Department of Civil and Environmental
Engineering, Saitama University |
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