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强震下抗弯钢框架滞回能层间分布影响因素
引用本文:周海兵,顾强.强震下抗弯钢框架滞回能层间分布影响因素[J].苏州科技学院学报(工程技术版),2013(3):21-27.
作者姓名:周海兵  顾强
作者单位:苏州科技学院土木工程学院,江苏苏州215011
基金项目:国家自然科学基金项目(51278320)
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.

关 键 词:滞回能  层间分布  抗弯钢框架

The factors of hysteretic energy demand distribution throughout the story of steel moment resisting frames under severe earthquakes
ZHOU Haibing,GU Qiang.The factors of hysteretic energy demand distribution throughout the story of steel moment resisting frames under severe earthquakes[J].Journal of University of Science and Technology of Suzhou:Engineering and Technology,2013(3):21-27.
Authors:ZHOU Haibing  GU Qiang
Affiliation:(School of Civil Engineering, SUST, Suzhou 215011, China)
Abstract: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.
Keywords:hysteretic energy demand  story distribution  steel moment resisting frames
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