Static inelastic analysis of RC shear walls

被引：0
|
作者：
陈勤
钱稼茹
机构：
[1] Department of Civil Engineering,Tsinghua University,Beijing 100084,China Ph D candidate
[2] Department of Civil Engineering,Tsinghua University,Beijing 100084,China Professor
来源：
Earthquake Engineering and Engineering Vibration | 2002年 / 1卷 / 01期
基金：
中国国家自然科学基金;
关键词：
RC shear wall; macro-model; static inelastic analysis; experiment;
D O I：
暂无
中图分类号：
TU398.2 [];
学科分类号：
081304 ; 081402 ;
摘要：
A macro-model of a reinforced concrete (RC) shear wall is developed for static inelastic analysis.The model iscomposed of RC column elements and RC membrane elements.The column elements are used to model the boundary zone andthe membrane elements are used to model the wall panel.Various types of constitutive relationships of concrete could beadopted for the two kinds of elements.To perform analysis,the wall is divided into layers along its height.Two adjacent layersare connected with a rigid beam.There are only three unknown displacement components for each layer.A method called singledegree of freedom compensation is adopted to solve the peak value of the capacity curve.The post-peak stage analysis isperformed using a forced iteration approach.The macro-model developed in the study and the complete process analysismethodology are verified by the experimental and static inelastic analytical results of four RC shear wall specimens.
引用
收藏
页码：94 / 99
页数：6
相关论文
共 50 条
  • [1] Static inelastic analysis of RC shear walls
    Chen Q.
    Qian J.
    [J]. Earthquake Engineering and Engineering Vibration, 2002, 1 (1) : 94 - 99
  • [2] Nonlinear analysis of RC shear walls
    Kwak, HG
    Kim, DY
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 1061 - 1066
  • [3] Nonlinear analysis of experimental RC shear walls
    Shayanfar, MA
    Jalali, RS
    [J]. DEVELOPMENTS IN ANALYSIS AND DESIGN USING FINITE ELEMENT METHODS, 1999, : 187 - 195
  • [4] STATIC AND DYNAMIC ANALYSIS OF TIMBER SHEAR WALLS
    FILIATRAULT, A
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 1990, 17 (04) : 643 - 651
  • [5] INELASTIC ANALYSIS OF R C COUPLED SHEAR WALLS
    KESHAVARZIAN, M
    SCHNOBRICH, WC
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1985, 13 (04): : 427 - 448
  • [6] COMPUTED VERSUS OBSERVED INELASTIC SEISMIC LOW-RISE RC SHEAR WALLS
    CHENG, FY
    MERTZ, GE
    SHEU, MS
    GER, JF
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (11): : 3255 - 3275
  • [7] Experimental analysis of RC and SPRC squat shear walls
    Gao, Xiangling
    Xu, Zhaoping
    Ren, Xiaodan
    Li, Jing
    [J]. JOURNAL OF BUILDING ENGINEERING, 2024, 93
  • [8] Shear failure of geometrically similar RC shear walls: Mesoscopic modellings and analysis
    Jin, Liu
    Miao, Liyue
    Du, Xiuli
    [J]. STRUCTURES, 2023, 51 : 1109 - 1122
  • [9] Shear demand and inelastic displacement capacity of RC walls of different lengths forming a structural system
    Gallo, Patricio Quintana
    Dashti, Farhad
    Caballero, Martin
    Alvarez, Rocio
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2022, 20 (13) : 7315 - 7346
  • [10] Test and analysis of a new ductile shear connection design for RC shear walls
    Sorensen, Jesper Harrild
    Hoang, Linh Cao
    Olesen, John Forbes
    Fischer, Gregor
    [J]. STRUCTURAL CONCRETE, 2017, 18 (01) : 189 - 204
12345