Shaking table tests of a two-story unbraced steel frame

被引：28
作者：
Kim, Seung-Eock [1 ]
Lee, Dong-Ho [1 ]
Ngo-Huu, Cuong [1 ]
机构：
[1] Sejong Univ, Dept Civil & Environm Engn, Construct Tech Res Inst, Seoul 143747, South Korea
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2007年 / 63卷 / 03期
关键词：
shaking table test; steel frames; earthquake loading; plastic deformation;
D O I：
10.1016/j.jcsr.2006.04.009
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents some shaking table tests for a one-bay, two-story steel frame under simulated earthquake loading. The test frame was designed to be capable of showing the second-order inelastic behavior under the earthquake loads and to avoid lateral torsional buckling of a single member. The descriptions of test specimen, instruments, set-up procedures, and results are presented. A comparison of the results obtained from experiment and numerical analysis using beam element model of the ABAQUS program is provided. The experiment aims to clarify the inelastic behavior of steel frames subjected to earthquake load and its results can be used to verify the validity of second-order inelastic dynamic analysis techniques of steel frames. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码：412 / 421
页数：10
相关论文
共 20 条
  • [1] AISC, 1999, LRFD SPEC STRUCT STE
  • [2] AISC, 2002, SEISM PROV STRUCT ST
  • [3] Nonlinear elastoplastic analysis of spatial structures under dynamic loading using kinematic hardening models
    AlBermani, FGA
    Zhu, K
    [J]. ENGINEERING STRUCTURES, 1996, 18 (08) : 568 - 576
  • [4] Distributed plasticity analysis of steel frame structures comprising non-compact sections
    Avery, P
    Mahendran, M
    [J]. ENGINEERING STRUCTURES, 2000, 22 (08) : 901 - 919
  • [5] Large-scale testing of steel frame structures comprising non-compact sections
    Avery, P
    Mahendran, M
    [J]. ENGINEERING STRUCTURES, 2000, 22 (08) : 920 - 936
  • [6] Campbell S. D., 1994, THESIS U CALIFORNIA
  • [7] Inelastic analyses of a 17-story steel framed building damaged during Northridge
    Chi, WM
    El-Tawil, S
    Deierlein, GG
    Abel, JF
    [J]. ENGINEERING STRUCTURES, 1998, 20 (4-6) : 481 - 495
  • [8] Nonlinear analysis of mixed steel-concrete frames. I: Element formulation
    El-Tawil, S
    Deierlein, GG
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2001, 127 (06): : 647 - 655
  • [9] HARRISON HB, 1964, THESIS U SYDNEY
  • [10] *HIBB KARLSS SOR I, 2000, ABAQUS STAND VERS MA
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