000012198 001__ 12198
000012198 005__ 20141205160029.0
000012198 04107 $$aeng
000012198 046__ $$k2008-10-12
000012198 100__ $$aYang, ZhiYong
000012198 24500 $$aThe Use of Nonlinear Static and Dynamic Methods in High-Rise Buildings under Rare Earthquake

000012198 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012198 260__ $$b
000012198 506__ $$arestricted
000012198 520__ $$2eng$$aThis paper discussed the use of nonlinear static and dynamic methods in high-rise buildings under rare earthquake in China these years. These nonlinear static and dynamic analysis methods were based on the independency software PUSH&EPDA of PKPM serial structure design software. This paper gave out the main methods and processes of nonlinear static and dynamic analysis, such as the steel and concrete stressstrain model in structure components, finite element models of beam, column, brace and concrete shear wall, the processes of nonlinear static and dynamic methods in EPDA software. Some analysis examples of test model and high-rise building using the nonlinear static and dynamic methods are gave out. This paper discussed how to use the nonlinear static and dynamic methods in engineering applications, what can the numerical simulation tell us under rare earthquake and how to improve the design of buildings based on the nonlinear static and dynamic analysis.

000012198 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012198 653__ $$anonlinear static analysis, nonlinear dynamic analysis, high-rise buildings, rare earthquake

000012198 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012198 720__ $$aYang, ZhiYong$$iHuang, JiFeng$$iShao, Hong
000012198 8560_ $$ffischerc@itam.cas.cz
000012198 8564_ $$s1108738$$uhttps://invenio.itam.cas.cz/record/12198/files/05-01-0573.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0573.
000012198 962__ $$r9324
000012198 980__ $$aPAPER