000010165 001__ 10165
000010165 005__ 20141205154148.0
000010165 04107 $$aeng
000010165 046__ $$k2008-10-12
000010165 100__ $$aHan, Xiaolei
000010165 24500 $$aNumerical Analysis of Cyclic Loading Test of Shear Walls Based on OpenSEES

000010165 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010165 260__ $$b
000010165 506__ $$arestricted
000010165 520__ $$2eng$$aNeither 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 codes. In order to explore the seismic performance of the original shear wall structure and the altered shear wall structure, the cyclic loading testes of the shear walls with different reinforcement ratio and constructional details are carried out. This paper presents the numerical analysis of the cyclic loading testes of shear walls with SWNA (Shear Wall Nonlinear Analysis) program. SWNA program is secondary developed based on OpenSEES and MVLEM. Compare with the testes, the numerical results confirmed the accuracy of this analysis procedure in representing the nonlinear behavior of the shear wall, such as the shifting of natural axis, shear deformation, local collapse and collapse mechanism. The analysis procedure based on MVLEM, which saves the calculating cost due to fewer DOFs, can stimulate the nonlinear behavior of the shear wall, and fit for global inelastic analysis and performance based design of tall building structure.

000010165 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010165 653__ $$aShear wall, Cyclic loading test, OpenSEES, MVLEM, Nonlinear analysis

000010165 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010165 720__ $$aHan, Xiaolei$$iChen, Xuewei$$iCheang, Jack$$iMao, Guiniu$$iWu, Peifeng
000010165 8560_ $$ffischerc@itam.cas.cz
000010165 8564_ $$s752923$$uhttps://invenio.itam.cas.cz/record/10165/files/S11-003.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S11-003.
000010165 962__ $$r9324
000010165 980__ $$aPAPER