Seismic Performance of Terraced Reinforced Concrete Frame
Abstract eng: Terraced 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.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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