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半刚接钢框架内填RC墙结构的性态指标
引用本文:李坤明,陆承铎,孙国华.半刚接钢框架内填RC墙结构的性态指标[J].建筑结构,2019,49(2):118-122.
作者姓名:李坤明  陆承铎  孙国华
作者单位:苏州科技大学土木工程学院,苏州,215011;苏州科技大学土木工程学院,苏州215011;苏州科技大学江苏省结构工程重点实验室,苏州215011
基金项目:国家自然科学基金;江苏省高等学校"青蓝工程"中青年学术带头人项目;研究生科研创新项目
摘    要:半刚接钢框架内填钢筋混凝土剪力墙结构(PSRCW)是一种新型组合结构体系,我国《建筑抗震设计规范》(GB 50011—2010)尚未建立其性态目标。为提出PSRCW结构在不同地震水准下的性态目标,结合我国抗规给出的地震水平和结构性态水准,根据结构性态水平与损伤指数的关系,利用修正的Park-Ang损伤模型对已完成12榀PSRCW结构试验数据进行了统计分析,建立了以层间位移角表征的PSRCW结构性态指标,研究成果可为完善PSRCW结构基于性态的抗震设计方法或进行PSRCW结构地震易损性评估提供参考。

关 键 词:钢框架  RC内填墙  层间位移角  性态目标

Performance objective of partially-restrained steel frame with RC infill wall
Li Kunming,Lu Chengduo,Sun Guohua.Performance objective of partially-restrained steel frame with RC infill wall[J].Building Structure,2019,49(2):118-122.
Authors:Li Kunming  Lu Chengduo  Sun Guohua
Affiliation:(School of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,China;Jiangsu Key Laboratory of Structure Engineering,Suzhou University of Science and Technology,Suzhou 215011,China)
Abstract:Partially-restrained steel frame with RC infill wall( PSRCW) is an innovative composite structure system,and the performance objective of this structure at the different earthquake level do not specified in Code for seismic design of buildings( GB 50011-2010). In order to propose the performance objective of this innovative composite structure,combined with the earthquake level and structural performance level specified by Chinese seismic code,and based on the relationship between structural performance level and damage index,data of twelve previous PSRCW test specimens was analyzed based on the modified Park-Ang damage model. The performance indices represented by inter-story drift ratio of PSRCW at the each performance level were developed,and the results can provide some useful reference for improving the performance-based seismic design method and carrying out the seismic fragility analysis of PSRCW structures.
Keywords:steel frame  RC infill wall  inter-story drift ratio  performance objective
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