期刊
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
卷 42, 期 5, 页码 705-723出版社
WILEY
DOI: 10.1002/eqe.2240
关键词
collapse simulation; high-rise buildings; elemental deactivation; fiber-beam element model; multilayer shell model
资金
- National Nature Science Foundation of China [90815025, 51178249]
- National Key Technologies RD Program [2009BAJ28B01]
- Tsinghua University Research Funds [2010THZ02-1, 2011THZ03]
- Program for New Century Excellent Talents in University [NCET-10-0528]
Collapse resistance of high-rise buildings has become a research focus because of the frequent occurrence of strong earthquakes and terrorist attacks in recent years. Research development has demonstrated that numerical simulation is becoming one of the most powerful tools for collapse analysis in addition to the conventional laboratory model tests and post-earthquake investigations. In this paper, a finite element method based numerical model encompassing fiber-beam element model, multilayer shell model, and elemental deactivation technique is proposed to predict the collapse process of high-rise buildings subjected to extreme earthquake. The potential collapse processes are simulated for a simple 10-story RC frame and two existing RC high-rise buildings of 18-story and 20-story framecore tube systems. The influences of different failure criteria used are discussed in some detail. The analysis results indicate that the proposed numerical model is capable of simulating the collapse process of existing high-rise buildings by identifying potentially weak components of the structure that may induce collapse. The study outcome will be beneficial to aid further development of optimal design philosophy. Copyright (c) 2012 John Wiley & Sons, Ltd.
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