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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, Paper ID: 11-0027.:
PDF
Strengthening of Weak Story Moment Frames Using a Rocking System with Tendons
Wang, Tao
;
Nakashima, Masayoshi
This paper proposes a rocking system to limit the residual deformation of moment-resisting frames in order to improve the immediate occupancy performance and reduce the r [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0027.:
PDF
Seismic Force Reduction Factor for Equivalent Static Design of Chevron-Braced Steel Frames
Li, Yurong
;
Nakashima, Masayoshi
The Japanese seismic design code adopts a factor Ds for chevron-braced frames to consider the seismic force reduction due to the ductility. The Ds value varies from 0.25 [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 11-0041.:
PDF
Condition Assessment Application of Steel Shear Walls With Slits
Jacobsen, Andres
;
Murata, Yosuke
The objective of this research is to identify the maximum drift angle sustained by a story level during an earthquake event. To accomplish this, strain patterns in suitab [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0024.:
PDF
Hysteretic Behavior and Strength Capacity of Shallow Embedded Steel Column Bases
Cui, Yao
;
Nakashima, Masayoshi
A shallow embedded steel column base consisting of an exposed column base and a covering reinforced concrete (RC) floor slab is examined. A series of tests are conducted [...]
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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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