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Study On The Seismic Capacity And The Reinforced Method Of Ancient Buildings

Posted on:2005-11-25Degree:MasterType:Thesis
Country:ChinaCandidate:J P KeFull Text:PDF
GTID:2132360122491220Subject:Structural engineering
Abstract/Summary:PDF Full Text Request
This paper summirize the structural behehavior and seismic capacityof woodenstructure and stone tower through investigating some ancient buildings in China,andconclusion of this researth can focused as : (a)for ancient wooden structure with singledegree of freedom, the simplified method are proposed according to result. of pulseexciting test . (b) this paper utilize pulse excitation test's result and utilize springelement to simulate themortise and tenon joint . analysis aseismic capacity of ancientwooden archtectures by means of finite-elment-method . (c)this paper investigate themethod of seismic evaluation for engineering on single degree of freedom . (d) thispaper investigate the fuzzy method of seismic evaluation for engineering . (e)Thispaper give a example of finite elment analysis about the great palace in Kaiyuantemple of Quanzhou . Give the time historical structural response under the functionof some different seismic wave . the project group has carried on a large amount of data collection about southernstone structure, Utilize existing methods to be carry on zonation earthquake disasterprediction, have gotten some general conclusion . there are some ripe method now onearthquake disaster prediction of ancient masonry tower , this paper analysis the WestTower in KaiYuan Temple by using finite-element-method .
Keywords/Search Tags:Timber structure, Stone masonry building, Seismic capacity, Reinforcedmethod
PDF Full Text Request
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