Influence of seismicity level and height of the building on progressive collapse resistance of steel frames

被引:18
|
作者
Kordbagh, B. [1 ]
Mohammadi, M. [1 ]
机构
[1] IIEES, Struct Engn Res Ctr, Arghavan St, Tehran, Iran
来源
关键词
building height; nonlinear dynamic analysis; progressive collapse; seismic design; seismicity level; steel moment frames; MOMENT FRAMES;
D O I
10.1002/tal.1305
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Influences of building height and seismicity level on progressive collapse resistance of buildings are investigated in this paper. For the height, 4-story, 8-story and 12-story steel special moment resisting frames are focused. The obtained results indicate that taller buildings are safer against progressive collapse. To study the influence of seismicity level, different four-story structures having special moment resisting frame systems are designed for different levels of seismicity, namely, very high, high, moderate and low. The structures are evaluated, using nonlinear dynamic method and two main scenarios of the codes, including sudden removal of a corner and a middle column in the first floor. Some graphs are presented for progressive collapse resistance of the structures, depending on their seismic base shears. It is shown that the structures designed for greater seismic base shears are more resistant against progressive collapse. Copyright (C) 2016 John Wiley & Sons, Ltd.
引用
收藏
页数:18
相关论文
共 50 条
  • [1] Improving the Resistance to Progressive Collapse of Steel and Composite Moment Frames
    Nethercot, David
    Vidalis, Carolos
    [J]. Structures Congress 2015, 2015, : 1138 - 1149
  • [2] Influence of imperfections on the progressive collapse of steel moment resisting frames
    Mageirou, G. E.
    Lemonis, M. E.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 183
  • [3] Robustness of RC buildings to progressive collapse: Influence of building height
    Shan, Li
    Petrone, Floriana
    Kunnath, Sashi
    [J]. ENGINEERING STRUCTURES, 2019, 183 : 690 - 701
  • [4] Influence of steel braces on robustness of multilayer steel frames against progressive collapse
    Li, Zhi
    Xue, Tianqi
    Li, Guangtao
    Lan, Xi
    Qian, Kai
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2023, 44 (04): : 257 - 266
  • [5] Horizontal bracing to enhance progressive collapse resistance of steel moment frames
    Naji, Arash
    Ommetalab, Mohamad Reza
    [J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2019, 28 (05):
  • [6] Assessment of Progressive Collapse Resistance of Steel Structures with Moment Resisting Frames
    Mohamed, Osama
    Khattab, Rania
    [J]. BUILDINGS, 2019, 9 (01)
  • [7] Effects of floor slab on progressive collapse resistance of steel moment frames
    Kim, Seonwoong
    Lee, Cheol-Ho
    Lee, Kyungkoo
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 110 : 182 - 190
  • [8] Comparison of the Progressive Collapse Resistance of Seismically Designed Steel Shear Wall Frames And Special Steel Moment Frames
    Sheidaii, M. R.
    Jalili, Sh.
    [J]. INTERNATIONAL JOURNAL OF ENGINEERING, 2015, 28 (06): : 871 - 879
  • [9] Progressive collapse resistance and uncertainty analysis of post-tensioned steel frames
    Liu, Yufei
    Zhu, Yan Fei
    Liang, Weiqi
    Zhang, Huiyun
    Yao, Yao
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2023, 208
  • [10] Simulations on progressive collapse resistance of steel moment frames under localized fire
    Jiang, Binhui
    Li, Guo Qiang
    Li, Liulian
    Izzuddin, B. A.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138 : 380 - 388