The results of this thesis can provide some reference for performance based seismic design of nonstructural elements . the aim of this thesis is to through analysing seismic design of nonstructural elements , promote the applications and developments of isolator - seismic structure technology in our country 本文的分析结果为基础隔震结构非结构构件基于性能的设计提供了有价值的参考,旨在通过对非结构构件的抗震设计研究,推动隔震技术在我国的发展和运用。
The seismic security of the nonstructural elements is closely linked with the safety of the indicates that the one economic people ' s lives and properties . a lot of earthquake damage loss caused by the nonstructural elements damage is farmore than thecaused by the structural elements damage in the middling earthquake . moreover , the nonstructural elements damage probably arouses the people ' s casualty . so the people more and more regard the seismic security of the nonstructural elements 非结构构件的地震安全性与人民的生命和财产的安全息息相关,世界各地的大量震害表明,在中等强度地震作用下,由于非结构构件破坏造成的经济损失可能远远大于由于结构破坏而造成的经济损失,此外,非结构的破坏也可能引起人员伤亡,因此,非结构构件的地震安全性越来越多的引起人们的重视。
Three base isolation reinforced concrete buildings representing low - rise , mid - rise , and mid - high - rise buildings are modeled to perform structural simulations by utilizing sap2000 dynamic analysis . in which the isolator - seismic layer adopt some standard interlayer rubber isolator . numerical deformations and drifts are compared with those obtained from test data and experienced data to develop seismic design performence level of nonstructural elements . this research does not deal with structural strength or design , but rather deals with structural deformations and drifts that will have an impact on the performance of the architectural 本文设计了三个基础隔震的钢筋混凝土框架结构,分别代表低、中、高层建筑,其中隔震层采用标准件的夹层橡胶隔震垫,通过建立三维分析模型,运用sap2000软件对结构进行非线性时程分析,分析结果与前人研究试验结果分析对比,提出了非结构构件的抗震性能目标。