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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.02 seconds.
1.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0203.:
PDF
Theoretical and Experimental Study of Twin-Tower Tall Building Connected with Damper-Supported Corridor under Seismic Excitation
Hou, Jiajian
;
Han, Xiaolei
The twin-tower tall building connected with space corridors is applied more and more popular. When the corridors are soft-connected with damper supports, the seismic perf [...]
Detailed record
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2.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0010.:
PDF
Experimental Research on the CFST Space Intersecting Connections
Han, Xiaolei
;
Tang, Jiamin
In this paper, a new tube-in-tube structural system is presented, in which the concrete filled steel tube(CFST) obliquely crossing lattice is used as structural outer tub [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: S11-003.:
PDF
Numerical Analysis of Cyclic Loading Test of Shear Walls Based on OpenSEES
Han, Xiaolei
;
Wu, Peifeng
Neither the original structure nor the altered structure of the Garden Hotel in Guangzhou accords with the ductile details of seismic design based on current Chinese code [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: S17-01-001.:
PDF
Dynamic Inelastic Numerical Simulation for a Shaking Table Test of a Full Scale Steel Moment Frame Structure Based on OpenSEES
Chen, Xuewei
;
Mao, Guiniu
This paper presents a Dynamic nonlinear numerical simulation of a 4-story full-scale steel moment frame structure based on OpenSEES. Fiber model which has fewer DOFs is u [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: S14-004.:
PDF
Research on the Seismic Design of Transfer-Storey Structures Based on Philosophy of Capacity Design under Severe Earthquake
Cheang, Jack
;
Chen, Xuewei
Both theoretical analysis and engineering applications of the transfer-storey structures are mostly limited in elastic stage under frequent earthquakes; the structural be [...]
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