| 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 . |