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Untitled
The Institute of Theoretical and Applied Mechanics
23
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11 - 20
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1.
Original version of the author's contribution as presented on CD, Paper ID: S10-010.:
PDF
Behaviors of Nonstructural Components in Seismic Responses of High-Rise Buildings - E-Defense Shaking Table Test
Nagae, Takuya
;
Nakashima, Masayoshi
This research focuses on the nonstructural components in high-rise buildings subjected to large seismic responses. A serious of large-scale shaking table tests is conduct [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: S17-02-011.:
PDF
E-Defense Experiment on the Seismic Performance of a Brige Column Built in 1970s
Kawashima, Kazuhiko
;
Kajiwara, Koichi
This paper presents a large scale shake table experiment on a reinforced concrete bridge column conducted using E-Defense in December 2007. The model was a typical column [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 14-0076.:
PDF
Development of Macro-Model Seismic Collapse Simulator for Framed Structures Using ASI-Gauss Technique
Katahira, Naoki
;
Kajiwara, Koichi
The main objective of this study is to develop a macro-model finite element code, which can simulate dynamic behaviors with strong nonlinearities and discontinuities and [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0169.:
PDF
Development of Extremely Large-Scale Analysis Software ( E-Simulator: Virtual Shaking Table) for Earthquake Dynamic Collapse Analysis of Structures
Ine, Tatsuhiko
;
Akiba, Hiroshi
This report presents a research project of developing “E-Simulator: virtual shaking table”, which is a simulation software based on a finite element method to analyze [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0045.:
PDF
Seismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions - E-Defense Shaking Table Test
Chung, Yulin
;
Nakashima, Masayoshi
A series of full-scale shaking table tests was conducted for a full-scale 21-story steel building frame subjected to a series of long-period, long-duration ground motions [...]
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6.
Original version of the author's contribution as presented on CD, paper No. 3977.:
PDF
Seismic Loss of Functionality in High-Rise and Low-Rise Office Buildings: The 2011 E-Defense shaking table test
Yoshizawa, Mutsuhiro
;
Nakashima, Masayoshi
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7.
Original version of the author's contribution as presented on CD, paper No. 3492.:
PDF
Out-of-Plane Stability of Buckling-Restrained Braces
Okazaki, Taichiro
;
Kajiwara, Koichi
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8.
Original version of the author's contribution as presented on CD, paper No. 3074.:
PDF
Effect of Polypropylene Fiber Reinforced Cement Composites for Enhancing the Seismic Performance of a Full-Scale Bridge Column Based on E-Defense Excitation
Zafra, Richelle
;
Nakayama, Manabu
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9.
Original version of the author's contribution as presented on CD, paper No. 2073.:
PDF
An Analytical Idealization of Longitudinal Bar Pull-out Effect for Seismic Response Analysis of Bridges
Sasaki, Tomohiro
;
Kajiwara, Koichi
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10.
Original version of the author's contribution as presented on CD, paper No. 2054.:
PDF
NEES/E-Defense Base-Isolation Tests: Effectiveness of Friction Pendulum and Lead-Rubber Bearings Systems
Sasaki, Tomohiro
;
Kajiwara, Koichi
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The Institute of Theoretical and Applied Mechanics :
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