摘要
采用梁单元、有限元、边界元、无限边界元相结合的方法，建立了频域中结构－半无限地基系统的分析模型。应用该模型，对带连廊的建筑结构进行了地震响应分析，为这类建筑的抗震能力作出了评价，并提出了一种减震思路。
In this paper, a coupling model of Beam element Finite element Boundary element Infinite boundary element for the analysis of structure foundation system in frequency domain is established. The earthquake responses of building structure linked with corridors are analysed. Also, an evaluation is made of the seismic behavior of this kind of building, thereby advancing a kind of seismic reduction thinking.
出处
《西安理工大学学报》
CAS
1998年第2期212-215,共4页
Journal of Xi'an University of Technology
关键词
建筑结构
连廓
地震响应
抗震性能
building structure corridor rod earthquake response seismic behavior
