SEISMIC RESPONSE OF STEEL FRAME STRUCTURES

摘要：

The paper deals with analysis of the dynamic response of steel orthogonal frames with non-linear semi-rigid connections under the seismic loads. Chen-Lui exponential curve was used for the mathematical modelling of the non-linear beam-column connections. Direct integration of the equations of motion was performed with the so-called .-procedure. The general numerical procedure was programmed in MATLAB and used for numerical example presented in this paper.

关键词： Steel frames seismic load non-linear semi-rigid connections non-linear dynamic analysis soil stiffness programming.

作者: S.Aleksi(c) S.R. (Z)ivaljevi(e)

作者单位: Assistant, Faculty of Civil Engineering , Podgorica, Montenegro Assistant, Faculty of Civil Engineering, Podgorica, Montenegro

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）