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爆破地震速度位移激励多质点系结构动力分析
引用本文:钱胜国,张文煊. 爆破地震速度位移激励多质点系结构动力分析[J]. 爆破, 2004, 21(4): 5-7,14
作者姓名:钱胜国  张文煊
作者单位:长江科学院,湖北,武汉,430012;长江科学院,湖北,武汉,430012
摘    要:建立了以速度位移激励多质点系的工程结构动力平衡分程,并导出以振型分解反应谱法求解地震动作用(力)的算式,方法更适合爆破工程结构动力响应的分析.

关 键 词:爆破地震动  速度位移激励  多质点系振型分解法
文章编号:1001-487X(2004)04-0005-03

The Multi-degree-of-freedom System Structural Dynamic Response Analysis of Blasting Ground Vibration Velocity Displacement Excitation
QIAN Sheng-guo,ZHANG Wen-xuan. The Multi-degree-of-freedom System Structural Dynamic Response Analysis of Blasting Ground Vibration Velocity Displacement Excitation[J]. Blasting, 2004, 21(4): 5-7,14
Authors:QIAN Sheng-guo  ZHANG Wen-xuan
Abstract:The multi-degree-of-freedom system structural dynamic equation of vibration velocity and displacement excitation and its solution are established. And the formula for determining the earthquake by multi-degree-of-freedom system is devised from the above results by the response spectra.
Keywords:dynamic response analysis  blasting grownd vibration  velocity displacement
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