地球与行星物理论评（中英文）2024，Vol.55Issue(4)：469-478,10.DOI:10.19975/j.dqyxx.2023-050
复杂地震动作用下底部框架砌体结构抗震性能研究
Seismic behavior of bottom frame masonry structure under complex ground motion
摘要
Abstract
In order to study the seismic performance of bottom-frame masonry structures under complex three-dimensional vibration characteristics,six types of ground shaking records with complex characteristics were selec-ted from the ground shaking database of the Pacific Earthquake Engineering Research Center(PEERC)and input-ted into the numerical models of bottom-frame masonry structures and their seismic isolation structures with two different storeys,and the seismic response parameters were calculated under the dynamical-elastic-plastic time course to evaluate their seismic performance under complex ground shaking.The results show that the impulse-type earthquake can cause more intense seismic response for the base frame masonry structure,and the soft soil impulse-type earthquake can cause more seismic response for the base frame masonry isolation structure.Analyzed from the point of view of velocity impulse effect,velocity impulse effect reduces the damping rate of base frame masonry isolation structures at all storeys.Foundation isolation has a certain effect on improving the seismic performance of the bottom frame masonry structure,considering the seismic performance and economic rationality,the foundation isolation design is not recommended for the low bottom frame masonry structure,while for the higher bottom frame masonry structure,the foundation isolation can effectively reduce the tensile damage of the brick masonry on the upper part of the structure.关键词
底框砌体结构/隔震结构/场地条件/脉冲效应/地震响应Key words
bottom frame masonry structure/isolation structure/site conditions/pulse effect/seismic response分类
地球科学引用本文复制引用
蒋程凯,王宏伟,张浩,陈学良,范志凯..复杂地震动作用下底部框架砌体结构抗震性能研究[J].地球与行星物理论评（中英文）,2024,55(4):469-478,10.基金项目
国家重点研发计划资助项目(2019YFC1509400)Supported by the National Key Research and Development Program of China(Grant No.2019YFC1509400) （2019YFC1509400）
