期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2019
卷号：304
期号：4
页码：1-7
DOI：10.1088/1755-1315/304/4/042012
出版社：IOP Publishing
摘要：New earthquake loss assessment framework of reinforced concrete (or RC) frame using component-performance -based methodology was studied. The damage indicator of structural component angle was measured using elasto-plastic rotation, and the damage-to-loss model was proposed on the basis of the deformation indicator of structural component. Expected earthquake loss of 3-storey RC frame was discussed. The expected earthquake loss included collapse loss, demolition loss and repair loss. The results indicate that ductile RC frame is more likely to be demolished than collapse. The demolition share of total earthquake loss might be more prominent than repair share and collapse share in ductile RC frame.
