000012026 001__ 12026
000012026 005__ 20141205160012.0
000012026 04107 $$aeng
000012026 046__ $$k2008-10-12
000012026 100__ $$aWang, Liping
000012026 24500 $$aSeismic Performance of Terraced Reinforced Concrete Frame

000012026 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012026 260__ $$b
000012026 506__ $$arestricted
000012026 520__ $$2eng$$aTerraced reinforced concrete frame located at hillside with terraced substructure is a special structure form of mountainous area buildings. Two simplified model are built in two ways of connection with hillside, then to adopt elastic and static elastic-plastic earthquake analysis method to analyze those designed examples by 3D finite element analysis software. The seismic performance of terraced reinforced concrete frame is researched in paper. There are three parties on the analysis, firstly, to study on the seismic performance of terraced reinforced concrete frame when retraining wall is not main structure together; secondly, to study on the seismic performance of terraced reinforced concrete frame when retraining wall is main structure together through bolt connecting, wherein the bolt and retraining wall providing to lateral restraint; thirdly, to analyze and compare above two conditions with the common frame by their seismic performance at different work stage besides dynamic property and weak story and so on. Based on analysis and study, the seismic performance of terraced reinforced concrete frame is explored to adopt designed measures of ensuring the seismic performance. The analysis result will be basis to design similar structure for engineers.

000012026 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012026 653__ $$aTerraced reinforced concrete frame, seismic performance, common frame

000012026 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012026 720__ $$aWang, Liping$$iLiu, Liping$$iShan, Zhiwei$$iZheng, Nina
000012026 8560_ $$ffischerc@itam.cas.cz
000012026 8564_ $$s161782$$uhttps://invenio.itam.cas.cz/record/12026/files/05-01-0458.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0458.
000012026 962__ $$r9324
000012026 980__ $$aPAPER