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动力作用下块体式基础竖向振幅的计算研究
赵荣飞1, 把多铎1, 高 微1
西北农林科技大学 水利与建筑工程学院
摘要:
考虑阻尼比和频比对动力作用下块体式基础竖向振幅计算的影响,对质-弹-阻计算模式和质-弹计算模式在设定的阻尼比和频比下进行计算分析,提出了在采用2种模式动力作用下块体式基础竖向振幅计算时的阻尼比和频比范围。
关键词:  块体式基础  竖向振幅  阻尼比  频比  质-弹-阻计算模式  质-弹计算模式
DOI:
分类号:TU476.1
基金项目:
Research on vertical amplitude calculation of block foundation under dynamic action
ZHAO Rong-fei,BA Duo-duo,GAO Wei,WANG Hong-qing,CHEN Lei,WANG Xin-yong,ZHAO Rong-fei,BA Duo-duo,GAO Wei,WANG Hong-qing,CHEN Lei,WANG Xin-yong,ZHAO Rong-fei,BA Duo-duo,GAO Wei,WANG Hong-qing,CHEN Lei,WANG Xin-yong
Abstract:
Considering effect of damping ratio and frequency ratio to vertical amplitude of block foundation under dynamic action, this paper adopts calculating mode of mass-spring-damper and mass-spring to make account and analysis on the assumption of damping ratio and frequency ratio ,then provides the range of damping ratio and frequency ratio by using two modes to calculate vertical amplitude of block foundation under dynamic action.
Key words:  block foundation  vertical amplitude  damping ratio  frequency ratio  calculating mode of mass-spring-damper  calculating mode of mass-spring

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