Hitoshi Shiohara

J-GLOBAL         Last updated: Oct 18, 2019 at 12:51
 
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Name
Hitoshi Shiohara
E-mail
shioharaarch.t.u-tokyo.ac.jp

Academic & Professional Experience

 
Dec 2012
 - 
Today
Professor, School of Engineering, the University of Tokyo
 
Apr 1986
 - 
Jun 1995
Building Research Institute, Ministry of Construction
 

Awards & Honors

 
2016
Award for Distinguished Service, Japan Concrete Institute
 
2011
Fellow, American Concrete Institute
 
2011
AIJ Award (Paper), Architectural Institute of Japan
 
2002
2002 J. James Croes Medal, American Society of Civil Engineers
 
1988
JCI Paper Award, Japan Concrete Institute
 

Published Papers

 
82(739) 1437-1447   Sep 2017   [Refereed]
Earthquake response of multi-story reinforced concrete moment resisting frames are calculated considering the deformation of the beam-column joints modeled with rigid panels, uniaxial springs for concrete, steel and bond-slip representing the non-...
Sure Kim, Fumio Kusuhara and Hitoshi Shiohara
   2017   [Refereed]
An existing two-dimensional macro-element for reinforced concrete beam-column joints is extended to a three-dimensional macro-element. The three-dimensional macro-element for beam- column joints consists of six rigid interface plates and uniaxial ...
T. Nagae; W.M. Ghannoum; J. Kwon; K. Tahara; K. Fukuyama; T. Matsumori; H. Shiohara; T. Kabeyasawa; S. Kono; M. Nishiyama; et al.
ACI Structural Journal   112(2) 135-146   Mar 2015   [Refereed]
A full-scale, four-story, reinforced concrete building designed in accordance with the current Japanese seismic design code was tested under multi-directional shaking on the E-Defense shake table. A two-bay moment frame system was adopted in the l...
日本建築学会構造系論文集   78(686) 847-855   Apr 2013   [Refereed]
日本建築学会構造系論文集   77(682) 1933-1939   Dec 2012   [Refereed]
SHIOHARA HITOSHI
ACI Struct J   109(1) 65-74   Jan 2012   [Refereed]
Journal of structural and construction engineering   75(657) 2027-2035   Nov 2010   [Refereed]
Journal of structural and construction engineering   75(656) 1873-1882   Oct 2010   [Refereed]
Journal of structural and construction engineering   74(640) 1145-1154   Jun 2009   [Refereed]
SHIOHARA Hitoshi
Journal of structural and construction engineering   74(635) 121-128   2009   [Refereed]
The author proposed a new mathematical model which predicts the ultimate behavior of two-dimensional reinforced concrete beam-column joints. The model is based on a kinematic model named nine DOF model combined with non-linear biaxial constitutive...
SHIOHARA Hitoshi
Journal of structural and construction engineering   73(631) 1641-1648   Sep 2008   [Refereed]
This paper proposes a series of simple mathematical expressions which govern the ultimate behavior of two-dimensional reinforced concrete beam-column joints based on an observation of a failure crack pattern, and its compatible kinematic field, ov...
Proceedings of the Japan Concrete Institute   30(3) 1105-1110   2008   [Refereed]
Proceedings of the Japan Concrete Institute   30(3) 1069-1074   2008   [Refereed]
Proceedings of the Japan Concrete Institute   30(3) 1063-1068   2008   [Refereed]
Proceedings of the Japan Concrete Institute   30(3) 343-348   2008   [Refereed]
PIAO Zhemin, SHIOHARA Hitoshi, KUSUHARA Fumio
Journal of structural and construction engineering   (611) 125-132   2007   [Refereed]
Current seismic resistant design strategy, including Performance-Based Earthquake Engineering (PBEE) requires accurate estimation of the seismic demand and capacity of structures, for which non-linear analysis has been employed for several decades...
Proceedings of the Japan Concrete Institute   29(3) 1033-1038   2007   [Refereed]
Proceedings of the Japan Concrete Institute   29(3) 259-264   2007   [Refereed]
Proceedings of the Japan Concrete Institute   29(3) 247-252   2007
Proceedings of the Japan Concrete Institute   29(3) 235-240   2007
Proceedings of the Japan Concrete Institute   29(3) 193-198   2007
Proceedings of the Japan Concrete Institute   28(2) 1579-1584   2006
Proceedings of the Japan Concrete Institute   28(2) 1051-1056   2006
Proceedings of the Japan Concrete Institute   28(2) 925-930   2006
Proceedings of the Japan Concrete Institute   28(2) 367-372   2006
Proceedings of the Japan Concrete Institute   28(2) 355-360   2006
Proceedings of the Japan Concrete Institute   28(2) 331-336   2006
Proceedings of the Japan Concrete Institute   28(2) 67-72   2006
MATSUMORI Taizo, OTANI Shunsuke, SHIOHARA Hitoshi, KABEYASAWA Toshimi
Journal of structural and construction engineering   (576) 119-123   2004
In the final stage of a structural design, the response of a structure as designed under a given set of loads and forces must be compared with the performance objectives. In this paper, a simple static analysis procedure is proposed to estimate ma...
SATO Afonso Toshiiti, YANG Chengxu, SHIOHARA Hitoshi, OTANI Shunsuke
Proceedings of the Japan Concrete Institute   23(3) 409-414   Jun 2001
SHIOHARA Hitoshi, ZAID Safaa, OTANI Shunsuke
Proceedings of the Japan Concrete Institute   23(3) 355-360   Jun 2001
KANEKO Takashi, SHIOHARA Hitoshi, OTANI Shunsuke
Proceedings of the Japan Concrete Institute   23(3) 283-288   Jun 2001
YANG Chengxu, SHIOHARA Hitoshi, OTANI Shunsuke
22 305-310   Feb 2001
TAKAHASHI Noriyuki, SHIOHARA Hitoshi, OTANI Shunsuke
22 189-194   Feb 2001
HAKUTO Shigeru, SHIOHARA Hitoshi, KUSUHARA Fumio, HORYO Ryoji
Journal of structural and construction engineering   (534) 121-128   Aug 2000
Test results of nine a half scale reinforced concrete specimens consist of short columns with spandrel walls were examined. One control specimen was tested as-built under simulated seismic loadings. The other columns, in which three columns had th...
YANG Chengxu, SHIOHARA Hitoshi, OTANI Shunsuke
Proceedings of the Japan Concrete Institute   22(3) 877-882   Jun 2000
ALAGHEBANDIAN Reza, SHIOHARA Hitoshi, OTANI Shunsuke
Proceedings of the Japan Concrete Institute   22(3) 547-552   Jun 2000
TAKAHASHI Noriyuki, SHIOHARA Hitoshi, OTANI Syunsuke
Proceedings of the Japan Concrete Institute   22(1) 433-438   Jun 2000
SHIOHARA Hitoshi, HAKUTO Shigeru, HOURYO Ryohji, NAKAMURA Haruyuki
21(1) 373-387   Jun 1999
YANG Chengxu, SHIOHARA Hitoshi, OTANI Shunsuke
21(3) 685-690   Jun 1999
SHIOHARA Hitoshi
Journal of the School of Engineering, the University of Tokyo   45 15-40   Sep 1998
KUSUHARA Fumio, SHIOHARA HItoshI, HORYO Ryoji, NAKAMURA Hiroyuku
Proceedings of the Japan Concrete Institute   20(3) 1171-1176   Jun 1998
ITOH Hiroshi, WATANABE Tetsumi, SHIOHARA Hitoshi, OTANI Shunsuke
Proceedings of the Japan Concrete Institute   20(3) 751-756   Jun 1998
ALAGHEBANDIAN Reza, SHIOHARA Hitoshi, OTANI Shunsuke
20(3) 43-48   Jun 1998
KUSUHARA Fumio, SHIOHARA Hitoshi
Proceedings of the Japan Concrete Institute   19(2) 1005-1010   Jun 1997
ITOH H.
Proceedings of Japan Concrete Institute   19(2) 1137-1142   Jun 1997
FURUKAWA Jun, SHIOHARA Hitoshi, OKA Koji
Journal of structural and construction engineering   (476) 129-137   Oct 1995
The objective of this research is to investigate the post-yield performance of a plastic hinge in a reinforced concrete using longitudinal reinforcing bars with high yield strength ratio. Three 1/2 scale reinforced concrete cantilever beam specime...

Committee Memberships

 
Sep 2019
 - 
Today
American Concrete Institute  ACI 318-0H - Seismic Provisions
 
Sep 2019
 - 
Today
American Concrete Institute  ACI 318-L - International Liaison