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Untitled
The Institute of Theoretical and Applied Mechanics
13
records found 1 - 10
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1.
Original version of the author's contribution as presented on USB, paper 4711.:
PDF
Practices of Seismic Damage Control Design of Bridges in Japan and Some Lessons From 2011 Tohoku Earthquake
Fujino, Yozo
;
Takahashi, Yoshikazu
Seismic damage control technology has advanced rapidly and been widely applied to not only new construction but also retrofit of existing bridges, especially after 1995 K [...]
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2.
Original version of the author's contribution as presented on USB, paper 1987.:
PDF
Seismic Design Method To Consider "Anti-Catastrophe" Concept - a Study for the Draft of Design Codes
Akiyama, Mitsuyoshi
;
Honda, Riki
In Japan, after the 2011 Tohoku Earthquake and Tsunami, importance for the preparation for the situation beyond what was assumed in the design process is widely recognize [...]
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3.
Original version of the author's contribution as presented on USB, paper 1948.:
PDF
“Anti-Catastrophe” Concept in Japanese Seismic Design Codes
Nozu, Atsushi
;
Honda, Riki
In light of the serious tsunami disaster during the 2011 Tohoku earthquake and the subsequent severe accident at the Fukushima-Daiichi Nuclear Power Plant, the preparedne [...]
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4.
Original version of the author's contribution as presented on USB, paper 1226.:
PDF
Analysis on Damage of the Existing Seimic Isolation Bridge Due To the 2011 Great East Japan Earthquake
Takahashi, Yoshikazu
;
Fujita, Ryoichi
Due to the 2011 Great East Japan Earthquake, some seismic isolation bridges were severely damaged by ground motion and cracks of isolation bearings were observed. In this [...]
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5.
Original version of the author's contribution as presented on USB, paper 1157.:
PDF
Distributed Hybrid Tests of Coupling 1g-40g Field Tests for Soil-Foundation-Structure Interaction
Takahashi, Yoshikazu
;
Sasaki, Yoshiyuki
In this research, distributed hybrid experimental system of coupling 1G-40G fields is developed to consider soil-foundationnonlinear structure interaction. Static loading [...]
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6.
Original version of the author's contribution as presented on CD, section: MS 33 High-Performance Computing for Structural Mechanics and Earthquake Engineering.:
PDF
Application of PDS-FEM to Seismic Failure Analysis of Reinforced Concrete Bridge Pier
Hori, M.
;
Yamashita, T.
Particle-Discretization-Scheme (PDS) is a new discretization scheme which uses a pair of basis functions that discretize a function and its derivatives using characterist [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: S17-03-002.:
PDF
International Distributed Hybrid Simulation of 2-Span Continuous Bridge
Takahashi, Yoshikazu
;
Fenves, Gregory L.
To evaluate a seismic response of bridge systems, it is important to adopt the most appropriate model for each component. In this study, the seismic response of a bridge [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 07-0158.:
PDF
A Development of Disaster Management Supporting System for Eathquake Taking Road Networks into Account
Mitsunari, Koichi
;
Takahashi, Toshihiko
Preparing for the impact of anticipated earthquake disasters, many municipal governments in Japan are now drawing up their action plans. Private sectors are also forced t [...]
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9.
Original version of the author's contribution as presented on CD, paper No. 4707.:
PDF
Real Tsunami Load and Comparison to Earthquake Load Used for Design
Xue, Songtao
;
Cao, Miao
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10.
Original version of the author's contribution as presented on CD, paper No. 4289.:
PDF
Shake Table Test of Nonlinear Structure-Pile Foundation-Soil System
Nishimura, Shunsuke
;
Ejiri, Joji
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