000011884 001__ 11884
000011884 005__ 20141205155956.0
000011884 04107 $$aeng
000011884 046__ $$k2008-10-12
000011884 100__ $$aTian, Jie
000011884 24500 $$aThe Nonlinear Dynamic Response Analysis of Frame-Supported Multi-Ribbed Slab Structure

000011884 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011884 260__ $$b
000011884 506__ $$arestricted
000011884 520__ $$2eng$$aIn this paper nonlinear dynamic analysis model of frame-supported multi-ribbed slab structure (FSMRSS) is established with a rigid frame-oblique compression bar macro-model, which bottom frame and upper inner frame of multi-ribbed wall slab as well as outer frame are simulated by beam and column elements with retrogressive three-linear resilience model, while an analytical macro-model based on an equivalent strut approach integrated with a smooth hysteretic model is proposed for representing silicate brick infill panels. The hysteresis model uses degrading control parameters for stiffness and strength degradation and slip pinching. The nonlinear dynamic time-history analysis of 14 numerical cases of FSMRSS under eight earthquakes has been carried out. The dynamic response as well as influencing factors of FSMRSS was carefully studied, which provides more data information for the comprehension of earthquake responses characteristic of the structures. FSMRSS shows generally good seismic performance to severe earthquake motions.

000011884 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011884 653__ $$aFrame-supported multi-ribbed slab structure (FSMRSS), rigid frame-oblique compression bar macro-model，nonlinear dynamic time-history analysis

000011884 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011884 720__ $$aTian, Jie$$iYao, Qianfeng$$iHuang, Wei
000011884 8560_ $$ffischerc@itam.cas.cz
000011884 8564_ $$s365650$$uhttps://invenio.itam.cas.cz/record/11884/files/05-01-0082.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0082.
000011884 962__ $$r9324
000011884 980__ $$aPAPER