某工程隔震时程分析研究
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摘要
针对具体工程,全面阐述了隔震工程的设计,并对该结构进行了与抗震规范相应多遇地震、罕遇地震水平下的动力时程分析,与传统结构做了对比,表明了其优越性.结果表明,在地震区,隔震结构与传统抗震结构相比,具有巨大的优越性,但其具体应用仍需深入研究,并就此提出了建议.
A seismic isolation design is presented for an engineering.In addition, according to the code for seismic design of buildings, the paper makes a fully dynamic time-history analysis in terms of the first and third stage design level earthquake action about the seismic isolation engineering structure, and contrasts the seismic isolation engineering with the traditional structure. The result shows that the seismic isolation building structure, in contrast to the traditional building structure , has more advantages in the seismic distribution.Some advice is given for further study.
引文
[1]胡聿贤.地震工程学[M].北京:地震出版社,1988.
    [2]王光远.建筑结构的振动[M].北京:科学出版社,1978.
    [3]王 成,王贵春,隔震动力分析研究[J].辽宁工学院学报,2000(6):15-18

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