摘要
对高层多塔连体结构进行水平、竖向多点激励下的地震响应时程分析,并针对此结构计算量大的特点采用了子结构法进行自由度缩聚,该法在保证计算精度的前提下大大提高了计算效率,多点激励时考虑了行波效应以及场地部分相干效应。通过对某多塔连体结构的计算分析,结果表明:在水平地震动作用下,考虑多点激励会使连廊杆件轴力有所增大,其中行波效应变化对杆件轴力影响尤为明显;但是在竖向地震动作用下,考虑多点激励会使连廊杆件轴力有所减小。
The seismic responses of connecting tall structures with multi-towers under multi-support excitations of bilateral horizontal and vertical seismic actions are numerically simulated by time-history analysis, and a substructure method is carried out. The method uses the technique of matrix reduction to reduce the system matrices to a smaller set of degrees of freedom, and it can result in a significant savings in computer time in the same accuracy. The partial coherence effect and wave passage effect are considered in multi-support excitations. Through the analysis on the seismic responses of a connecting tall structure, the results show that the axial forces of the corridor bars are increased when considering the traveling-wave and the partial coherence in a horizontal orthogonal seismic action, and the wave passage effects are especially prominent, but the axial forces of the corridor bars are decreased when considering the vertical multi-support excitations.
出处
《工程力学》
EI
CSCD
北大核心
2009年第10期95-101,共7页
Engineering Mechanics
关键词
高层连体结构
地震反应
多点激励
行波效应
子结构法
connecting tall structure
seismic response
multi-support excitations
wave passage effect
substructure method
