摘要
目前,框架结构的震害预测建立在既考虑了强度和变形等可准确计算测量因素,又考虑了很多无法精准计算测量的不确定性因素基础之上,从而导致了不同震害预测方法在工程实际应用过程中存在不同的问题。本文在归纳总结典型钢筋混凝土框架结构震害预测方法理论的基础之上,对比分析了三种典型震害预测方法的不同之处。本文的研究结果可为钢筋混凝土框架结构地震易损性分析及震害预测工作提供一定的参考和指导。
At present, the certain factors such as the intensity or the deformation and the uncertain factors are taken into consideration of the seismic damage prediction of the frame structure, which results that different earthquake damage prediction methods have different problems in practical engineering application. The differences between the three typical methods of seismic damage prediction are analyzed based on the summary of typical seismic damage prediction methods of reinforced concrete frame structures. The analyses results can provide reference and guidance for the seismic damage prediction work of reinforced concrete frame structure.
作者
许轩瑞
高霖
王明振
Xu Xuan-rui;Gao Lin;Wang Ming-zhen
出处
《建筑技术开发》
2018年第9期16-18,共3页
Building Technology Development
基金
国家自然科学基金(51678544)
重庆市教育委员会科学技术研究项目(KJ1601132)
重庆文理学院科学研究基金资助项目(R2015JJ06
2017RJJ32)
关键词
钢筋混凝土
框架结构
震害预测
reinforced concrete
frame structure
seismic damage prediction
