Seismic behavior of steel eccentrically braced frames under soft-soil seismic sequences

被引：11
|
作者：
Ruiz-Garcia, Jorge [1 ]
Bojorquez, Eden [2 ]
Corona, Edgar [2 ]
机构：
[1] Univ Michoacana, Fac Ingn Civil, Edificio C,Cd Univ, Morelia 58040, Michoacan, Mexico
[2] Univ Autonoma Sinaloa, Fac Ingn Civil, Calz Amer & Blvd Univ,Cd Univ, Culiacan 80040, Mexico
来源：
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2018年 / 115卷
关键词：
Eccentrically braced frame; Soft soils; Link rotation; Seismic sequences; Aftershocks; PERFORMANCE EVALUATION; ENERGY DEMANDS; LINK BEAMS; DESIGN; BUILDINGS; SHEAR; ZONE;
D O I：
10.1016/j.soildyn.2018.08.018
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The goal of this paper is to examine the seismic response of eccentrically braced frames (EBFs) under artificial narrow-band mainshock-aftershock sequences by means of detailed analytical models representative of buildings designed under the Mexico City Code criteria. These analytical models take into account the nonlinear behavior of the links including a failure criterion. Relevant results for engineering practice showed that strong aftershocks could significantly increase interstory drift demands once the link fails, while surrounding members (adjacent beams, columns) behave nonlinearly, which is opposite to the design philosophy. In addition, it was noted the nonuniform distribution of hysteretic energy along-height of the links, which do not take fully advantage of the energy dissipating capacity of the shear links.
引用
收藏
页码：119 / 128
页数：10
相关论文
共 50 条
  • [31] Seismic Behavior of Steel Buildings with Hybrid Braced Frames
    Chao, Shih-Ho
    Karki, Netra B.
    Sahoo, Dipti R.
    JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (06) : 1019 - 1032
  • [32] Seismic Behavior of Direct Displacement-based Designed Eccentrically Braced Frames
    Mohebkhah, A.
    Farahani, S.
    INTERNATIONAL JOURNAL OF ENGINEERING, 2016, 29 (06): : 752 - 761
  • [33] Energy-dissipation Mechanisms and Seismic Design Recommendation of Eccentrically Braced Steel Frames
    Zhao, Baocheng
    Gu, Qiang
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 3662 - 3665
  • [34] Seismic response of steel dual eccentrically braced frames with equal-strength joints
    Penelov, C.
    Rangelov, N.
    STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 890 - 897
  • [35] Seismic testing of high-strength steel eccentrically braced frames with a vertical link
    Duan, Liusheng
    Su, Mingzhou
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2017, 170 (11) : 874 - 882
  • [36] Seismic performance of dual eccentrically braced steel frames equipped with fluid viscous dampers
    Mociran, H. A.
    INSIGHTS AND INNOVATIONS IN STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, 2016, : 271 - 276
  • [37] Experimental study on seismic behavior of high strength steel composite Y-type eccentrically braced frames
    Duan, Liusheng (duanliusheng@126.com), 1600, Science Press (35):
  • [38] SEISMIC ANALYSIS OF LINKS OF VARIOUS LENGTHS IN ECCENTRICALLY BRACED FRAMES
    GHOBARAH, A
    RAMADAN, T
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1991, 18 (01) : 140 - 148
  • [39] Hybrid tests on the seismic behavior of high-strength steel composite Y-eccentrically braced frames
    Li T.-F.
    Su M.-Z.
    Sui Y.
    Zhao K.
    Zhang Q.
    Wang L.-L.
    Gongcheng Lixue/Engineering Mechanics, 2021, 38 (02): : 221 - 231
  • [40] Design and seismic response of shear critical eccentrically braced frames
    Koboevic, S
    Redwood, R
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1997, 24 (05) : 761 - 771
12345