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> Search Results: Kawashima, Kazuhiko
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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 CD, Paper ID: S17-02-009.:
PDF
Seismic Performance of RC Bridge Columns with Termination of Main Reinforcement with Inadequate Development
Sasaki, Tomohiro
;
Kawashima, Kazuhiko
Shear failure of RC columns due to insufficient termination of main reinforcements resulted in extensive damage in bridges. Failure mechanism of a column with termination [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: S17-02-013.:
PDF
Seismic Performance of a Skewed Bridge Considering Flexure and Torsion Interaction
Ngoc, Le A.
;
Kawashima, Kazuhiko
This study shows an analysis on the effect of seismic torsion for the performance of a skew bridge. A nonlinear torsional hysteretic model developed by Tirasit and Kawash [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: S17-02-010.:
PDF
Shake Table Experimental Project on the Seismic Performance of Bridges Using E-Defense
Nakashima, Masayoshi
;
Kajiwara, Koichi
This paper introduces a large scale shake table experimental program on bridge structures using E-Defense. The program was formulated as one of the US-Japan cooperative r [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: S17-02-012.:
PDF
Effect of Pounding on the Seismic Performance of Continuous Bridges
Matsumoto, Takashi
;
Kawashima, Kazuhiko
This paper represents an analysis of a 3-span simply supported bridge considering the effect of failure of elastomeric bearings. It is known from the analysis that elasto [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: S17-03-015.:
PDF
Seismic Performance of Rectangular Columns and Interlocking Spiral Columns
Matsumoto, Takashi
;
Mahin, Stephen A.
Seismic performance of RC rectangular columns was clarified in comparison with interlocking spiral columns based on a shake table experiment as a part of NEES and E-Defen [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 11-0098.:
PDF
Experimental and Analytical Study on a Nonlinear Isolated Bridge under Semiactive Control
Lee, Tzu-Ying
;
Chen, Po-Chuan
The semiactive control system applied to a nonlinear isolated bridge with a magneto-rheological (MR) damper controlled by an improved sliding mode control algorithm is su [...]
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7.
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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8.
Original version of the author's contribution as presented on CD, Paper ID: S17-02-008.:
PDF
Analysis of Carbon Fiber Sheet Retrofitted RC Bridge Columns
Gallardo-Zafra, Richelle M.
;
Kawashima, Kazuhiko
Experimental studies were conducted by some researchers to investigate the cyclic performance of CFSretrofitted columns; however there is a need to develop analytical met [...]
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9.
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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10.
Original version of the author's contribution as presented on CD, paper No. 2064.:
PDF
Effect of Polypropylene Fiber Reinforced Concrete for Enhancing the Seismic Performance of Bridge Columns
Sasaki, Tomohiro
;
Kawashima, Kazuhiko
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The Institute of Theoretical and Applied Mechanics :
13
records found 1 - 10
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1
Kawashima, K.
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