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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 USB, paper 3496.:
PDF
Collapse Simulation of U.S. and Japanese Type Steel Moment-Resisting Frame Structures Using Practical Macro Models
Tagawa, Hiroyuki
;
Macrae, Gregory
Building structures around the world have been designed using various framing methods. In Japan, the two-way momentresisting frame structures, which is designed as a 3D s [...]
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2.
Original version of the author's contribution as presented on USB, paper 2935.:
PDF
Collapse Mechanism of Wide-Area Suspended Ceiling Based on Full-Scale Shake Table Experiment of School Gymnasium
Kajiwara, Koichi
;
Sasaki, Tomohiro
In the 2011 off the Pacific coast of Tohoku Earthquake, a lot of suspended ceilings suffered damage and collapsed due to lack of their seismic performance. New seismic st [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0088.:
PDF
Experimental Simulation of Progressive Collapse of Perimeter Frames Due to Out-of-Plane Behavior
Tagawa, H.
;
Wada, A.
The framed-tube structure consists of rigid moment frames in the perimeters and floor-system which provides lateral-supports to prevent perimeter column buckling. When pe [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0087.:
PDF
Analytical Simulation of Progressive Collapse of Perimeter Frames Due to Out-of-Plane Behavior
Tagawa, H.
;
Wada, A.
Typically steel moment-resisting frame structures in the United States, similar to many super-high-rise framed-tube structures being constructed in Japan, have stiff beam [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0046.:
PDF
Wire-Rope Bracing System with Elasto-Plastic Dampers for Seismic Response Reduction of Steel Frames
Hou, X.
;
Tagawa, H.
Elasto-plastic dampers can reduce story drift of the frames and retain elasticity of structural members by adding hysteretic damping and stiffness. Extremely severe earth [...]
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