摘要
基于位移的抗震设计是指在一定水准的设计地震作用下,以预期的结构位移反应为设计目标,从而实现结构在设计地震作用下的预期性能要求。文章简要阐述直接基于位移的抗震设计理论及方法,介绍用该方法对框架结构进行设计的设计过程,并提出了该方法在今后的研究和应用中需要解决的问题。
Displacement-based Seismic design means implementing the expected performance under design, seismic action, with the expected structure displacement response as design goal. A direct displacement-based design method and theory are briefly expounded in this paper, and the design approach for frame structure with this method is established, some unsolved problems and future directions in the research and applications of this method are proposed.
出处
《铜陵学院学报》
2012年第2期104-106,共3页
Journal of Tongling University
基金
铜陵学院自然科学院级科研项目<基础隔震结构抗震性能评估方法研究>(编号:2010tlxy03)成果
关键词
抗震设计
基于位移设计
位移反应谱
seismic design theory
displacement-based design
displacement spectra