(华东建筑设计研究院有限公司, 上海 200011)

摘要: 自抗震性能化设计要求被纳入相关规范后,我国高层建筑的抗震设计已普遍采用抗震性能化设计方法,但有关大震弹塑性分析阶段的构件抗震性能一直缺乏统一的评价指标和评价依据. 首先梳理了钢筋混凝土构件关于延性变形的不同评价指标,简要说明了其特点和适用性,并对各评价指标之间的关系进行了理论换算;然后采用有限元软件 ABAQUS 数值模拟了典型钢筋混凝土梁、柱构件在不同轴压比和不同配箍率下的单调加载试验与低周反复试验,获得了其滞回曲线和骨架曲线,并将结果与美国规范 ASCE 41-17 和我国《建筑结构抗震性能化设计标准》(T/ CECA 20024—2022)的弦线转角评价指标及其参数进行了对比研究;最后结合结构大震弹塑性分析时的单元划分尺寸及与弦线转角指标的对应关系,提出了钢筋混凝土构件基于材料应变指标的评价参数. 研究成果可为钢筋混凝土构件的抗震性能化评价提供参考.

关键词: 钢筋混凝土构件; 抗震性能评价; 弦线转角指标; 曲率指标; 应变指标

中图分类号:TU318+. 1 文献标志码:A 文章编号:1002-848X(2022)21-0001-07

DOI:10.19701 / j.jzjg.JG22007

Comparative study on seismic performance evaluation methods and different indexes of reinforced concrete components

ZHOU Jianlong, JIANG Xiaofeng, WANG Pu, GAO Xinyu, WANG Zhijun

(East China Architectural Design & Research Institute Co. , Ltd., Shanghai 200011, China)

Abstract: Since the provisions of seismic performance-based design were adopted in codes, the seismic performance-baseddesign method has been widely used in the seismic design of high-rise buildings in China. However, the evaluation indexesand evaluation parameters of structural components were still lack for seismic performance evaluation in elastoplasticanalysis stage under rare earthquakes. Firstly, the different evaluation indexes of ductile deformation of reinforced concrete components were sorted out, their characteristics and applicability were briefly indicated, and the theoretical relationshipsbetween the evaluation indexes were descripted. Then, the monotonic loading tests and low-cycle repeated tests of typicalreinforced concrete beams and columns under different axial compression ratios and different stirrup ratios were numericallysimulated by using the finite element software ABAQUS, the hysteretic curves and skeleton curves were obtained, and theseresults were compared with the chord rotation index and its parameters of American code ASCE 41-17 and the Standard forperformance-based seismic design of building structures(T/ CECA 20024—2022)in China. Finally, the elevation parametersbased on material strain of reinforced concrete components were proposed according to the meshing size of structuralcomponents in rare earthquake elastoplastic analysis and their relationships with chord rotation index. The research resultscan provide reference for the establishment of seismic performance evaluation of reinforced concrete components.

Keywords: reinforced concrete component; seismic performance evaluation; chord rotation index; curvature index;strain index

第一作者:周建龙,全国工程勘察设计大师,教授级高级工程师,主要从事超高层结构设计与研究工作,Email: zjl0290@ ecadi. com.

[引用本文] 周建龙,江晓峰,王璞,等. 钢筋混凝土构件的抗震性能评价方法及不同指标对比研究[ J]. 建筑结构,2022,52(21):1-7,21. ZHOU Jianlong,JIANG Xiaofeng,WANG Pu,et al. Comparative study on seismic performanceevaluation methods and different indexes of reinforced concrete components[J]. Building Structure,2022,52(21):1-7,21