大质量法在桥梁非一致弹塑性地震响应分析中的误差与改进
Error analysis and improvement of the large mass method used in elastic-plastic response analysis of bridges subjected to non-uniform seismic
连续刚构桥 / 大质量法 / 一致激励法 / 弹塑性分析 / 恒载效应 {{custom_keyword}} /
continuous rigid frame bridge / large mass method(LMM) / uniform excitation method / elastic-plastic responses analysis / constant load effect {{custom_keyword}} /
/
〈 | 〉 |