灾害学2017，Vol.32Issue(4)：224-229,6.DOI:10.3969/j.issn.1000-811X.2017.04.038
RC梁桥震后可恢复性评价方法研究
Seismic Resilience Assessment Method for RC Beam Bridge
摘要
Abstract
Based on the summary related to the resilience research achievements,this paper presents the concept of bridge seismic resilience.Though the deep study,the seismic resilience assessment method is proposed on account of bridge components vulnerability curves and bridge-reinforced and retrofit approaches.To reflect the efficiency of seismic resilience,both restoration time and initial construction time is considered in the seismic resilience equation.A multi-span reinforced concrete continuous bridge is analyzed to discuss the characteristics of the method in this paper.关键词
地震破坏/钢筋混凝土梁桥/可恢复性/评价方法Key words
seismic damage/RC Beam Bridge/seismic resilience/assessment method分类
资源环境引用本文复制引用
刘洋,林均岐,刘金龙,林庆利..RC梁桥震后可恢复性评价方法研究[J].灾害学,2017,32(4):224-229,6.基金项目
地震行业专项“城市工程系统地震安全性及可恢复性评价理论研究”(201508023) （201508023）
