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高挡墙结构的爆破地震波响应仿真分析
引用本文:卢波,戴廷利,彭玫.高挡墙结构的爆破地震波响应仿真分析[J].重庆交通大学学报(自然科学版),2008,27(Z1).
作者姓名:卢波  戴廷利  彭玫
作者单位:1. 重庆交通大学,土木建筑学院,重庆,400074
2. 重庆市政设汁研究院,重庆,400020
摘    要:通过大量爆破地震波数据的采集、研究和分析,建立了相应的爆破地震模拟震荡信号模型;作为模拟爆破地表震波的信号源,对于高挡墙建筑物进行了爆破地震波激励的动态响应的系列分析;采用瞬态动力学分析技术,确定了结构的动力响应,得到结构物的控制极限震速,为爆破地震监控提供了必要的技术参数。

关 键 词:高挡墙  地震波  爆破地震仿真信号  瞬态分析  爆破地蒸监控

Simulation Analysis on Response of High Retaining Wall Structure under Blasting Earthquake Wave
LU Bo,DAI Ting-li,PENG Mei.Simulation Analysis on Response of High Retaining Wall Structure under Blasting Earthquake Wave[J].Journal of Chongqing Jiaotong University,2008,27(Z1).
Authors:LU Bo  DAI Ting-li  PENG Mei
Institution:LU Bo1,DAI Ting-li2,PENG Mei2(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China,2.Institute of Chongqing Municipal Design & Research,Chongqing 400020,China)
Abstract:Through the collection,research and analysis of large amount of blasting earthquake data,a corresponding model of blasting earthquake simulation signal is set up.The blasting earthquake simulation signals are applied to analyze the dynamic response of high retaining wall structure under blasting earthquake wave.Using the technology of instantaneous kinetics analysis,the dynamic response and control limit vibration velocity of structure are got,which provides necessary technical parameters for blasting earth...
Keywords:high retaining wall structure  earthquake wave  blasting earthquake simulation signal  instantaneous mode analysis  blasting earthquake monitoring  
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