摘要
为建立反映地表非一致性运动的地震动场、建立斜入射地震波与设计地震动之间的联系,将地表设计地震动分量看作斜入射的SV波和P波的叠加,根据固体介质中波的传播理论推导了斜入射SV波和P波时程与设计地震动分量的关系,结合粘弹性人工边界,得到了反映设计地震动的地震波斜入射条件下的解析方式,以此为基础建立了时域计算分析模型。半空间算例验证了该方法具有较好的精度,地表面各点的运动具有非一致特征。为计算大跨度结构非均匀地震动输入情况下的动力响应提供了一种有效的方法。
To establish the relation between oblique incidence wave and design seismic component,and structure wave field which can result in non uniform ground motion,the design seismic component was regarded as the result of oblique plane SV wave and oblique plane P wave.According to the theory of wave propagating in solid,both incidence angles and amplitudes of the oblique waves had deterministic relation.Based on viscous-spring artificial boundary condition,the time-domain calculating method for dynamic interaction between soil and structure object to obliquely incident seismic waves was developed.Half space example with simple ground motion and Koyna seismic horizontal history proved that this method has good precision and can produce similar seismic response to the design seismic component.With general FEM software,the method can be easily applied to the dynamic analysis of long span structure with non uniform ground motion.
出处
《四川大学学报（工程科学版）》
EI
CAS
CSCD
北大核心
2010年第5期250-255,共6页
Journal of Sichuan University (Engineering Science Edition)
基金
973课题资助项目(2007CB714104)
中国水利水电科学研究院开放研究资金资助项目(2008538613)
关键词
地震波斜入射
有限元法
非一致运动
粘弹性人工边界
oblique incident wave
FEM method
non uniform ground motion
viscous-spring artificial boundary
