摘要
输入15条远场地震波对3个不同层数的抗弯钢框架算例进行了非线性动力时程分析,研究了地震动特性和结构动力特性对滞回能层间分布的影响。结果表明,地震动加速度峰值对滞回能层间分布影响较大,地震动频谱特性、持时及结构动力特性对滞回能层间分布影响较小。
Non-linear dynamic time history （NDTH） analyses were carried out on three steel moment resisting frames （SMRFs） with 3-, 6-, and 10-stories by using an ensemble of 15 far-fault earthquake ground motion records, which will help examine the influence of the ground characteristics and structural characteristics on the laws of story distribution of hysteretic energy. The results show that the peak ground acceleration （PGA） has a significant influence on the laws of story distribution of hysteretic energy, but the frequency content, strong mo tion duration and structural characteristics have a minor influence on the laws of story distribution of hysteretic energy.
出处
《苏州科技学院学报（工程技术版）》
CAS
2013年第3期21-27,共7页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
基金
国家自然科学基金项目(51278320)
关键词
滞回能
层间分布
抗弯钢框架
hysteretic energy demand
story distribution
steel moment resisting frames
