摘要
首先基于模态参数,给出高层混合结构在四个损伤状态下的最终软化指标;然后用非线性分析软件CANNY对9个不同结构参数高层混合结构模型进行了近500次不同地震动作用下的非线性时程分析,建立了最大层间位移角与最终软化指标及结构参数之间的关系,以及最大层间位移角和最大总位移角之间的关系;并结合Pushover分析,提出了高层混合结构基于变形和能量的双参数损伤指标,最后通过一高层混合结构的模拟地震振动台试验对建议的各损伤指标量化值进行了验证.
Based on the modal parameters of the structures, the paper presents a proposal of four damage states and the range of final softening index of each state. Then, 9 hybrid structures with different structural characteristics are analyzed by structural analysis program CANNY for about 500 times subjected to different ground motions. So, the relationship of the maximum interstory drift and the main structural characteristics, as well as the final softening index is obtained. At the same time, the relationship between the maximum interstory drift and the maximum roof displacement over the height is acquired. Based on the pushover analysis, a damage index of high-rise hybrid structures accounting for maximum deformation and cumulative damage is put forward.Finally, a case study is conducted on a high-rise hybrid structure model tested on the shaking table before, and verifies the quantities of damage indices suggested in the paper.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2010年第2期170-177,共8页
Journal of Tongji University:Natural Science
基金
国家自然科学基金资助项目(50708071
90815029)
国家"九七三"重点基础研究发展规划资助项目(2007CB714202)
上海市晨光计划资助项目(2007CG27)
关键词
高层混合结构
整体损伤指标
最终软化指标
最大层间位移角
双参数损伤指标
high-rise hybrid structure
global damageindices
final softening index
maximum interstory drift
damage index with double variables
