Analysis on Interruption and Plane Layout of Shear Wall for Frame-shear Wall Structure with Top Fault Shear Wall

被引：0
|
作者：
Qin Li [1 ]
Xu Ang [1 ]
Du Qi-shou [1 ]
机构：
[1] NE Dianli Univ, Sch Architectural & Civil Engn, Changchun, Jilin, Peoples R China
来源：
2009 INTERNATIONAL CONFERENCE ON INFORMATION MANAGEMENT, INNOVATION MANAGEMENT AND INDUSTRIAL ENGINEERING, VOL 2, PROCEEDINGS | 2009年
关键词：
frame-shear wall structure; top fault shear wall; interruptable position; Style Box; shear wall interrupted ratio;
D O I：
10.1109/ICIII.2009.236
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame- shear wall structure. The different plane and vertical layout with interrupting shear walls of the frame-shear wall structure with top fault shear walls is discussed primarily by using the method of plane layout and vertical interruptable position being considered at the same time. Based on the main parameters of the frame-shear wall structure with top fault shear walls in different ways, it puts forward the importance of the shear wall location of the plane layout to the overall performance of the frame-shear wall structure with top fault shear walls except the lateral stiffness of the shear wall corresponding to the shear wall interrupted ratio.
引用
收藏
页码：328 / 331
页数：4
相关论文
共 50 条
  • [21] FRAME ANALYSIS OF SHEAR WALL CORES
    MACLEOD, IA
    HOSNY, HM
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1979, 105 (05): : 960 - 960
  • [22] FRAME ANALYSIS OF SHEAR WALL CORES
    BHAVNAGRI, VS
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1978, 104 (09): : 1541 - 1542
  • [23] Seismic Performance of Frame-Shear Wall Structure with Innovative Replaceable Coupling Beams
    Chen, Cong
    Lu, Xilin
    RESPONSE OF STRUCTURES UNDER EXTREME LOADING, 2015, : 480 - 487
  • [24] Seismic Performance of RC Frame-Shear Wall Structure with Replaceable Coupling Beams
    Li, Shurong
    Jiang, Huanjun
    HIGH TECH CONCRETE: WHERE TECHNOLOGY AND ENGINEERING MEET, 2018, : 1023 - 1032
  • [25] Development and Application of Special-shaped Column Frame-Shear Wall Structure
    Guo, Peicheng
    Que, Renbo
    CONFERENCE PROCEEDINGS OF THE 6TH INTERNATIONAL SYMPOSIUM ON PROJECT MANAGEMENT (ISPM2018), 2018, : 113 - 117
  • [26] Analysis on seismic shear distribution of frame-shear wall structures under elasto-plastic condition
    Xie L.
    Wu J.
    Zhu Y.
    Huang Z.
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2023, 53 (06): : 1072 - 1079
  • [27] An analytical algorithm for calculating critical bearing capacity of a frame-shear wall structure
    Lan S.
    Zhou D.
    Shuang C.
    Han C.
    Zhou, Donghua, 1600, Chinese Vibration Engineering Society (39): : 48 - 54and77
  • [28] A BIM-based Quantity Calculation Framework for Frame-shear Wall Structure
    Yang, Bin
    Zhang, Binghan
    Wu, Jie
    Liu, Boda
    Wang, Zhichen
    STRUCTURAL ENGINEERING INTERNATIONAL, 2019, 29 (02) : 282 - 291
  • [29] Experiment study control of frame-shear wall eccentric structure using MRD
    Li, Xiu-Ling
    Li, Hong-Nan
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2005, 37 (SUPPL. 3): : 147 - 150
  • [30] Seismic performance analysis of frame and frame-shear wall structures based on energy balance
    Liu, Haibo
    Acta Technica CSAV (Ceskoslovensk Akademie Ved), 2017, 62 (01): : 57 - 68
12345