Seismic collapse prevention system for steel-frame buildings

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• 作者：Johnn P. Judd^a ; ^{jjudd5@uwyo.edu" class="auth_mail" title="E-mail the corresponding author} ; Finley A. Charney^b
• 关键词：FEMA P-695 ; FEMA P-58 ; Collapse prevention ; Gravity systems
• 刊名：Journal of Constructional Steel Research
• 出版年：2016
• 出版时间：March 2016
• 年：2016
• 卷：118
• 期：Complete
• 页码：60-75
• 全文大小：3797 K

文摘

This paper presents an innovative “collapse prevention” system for seismic resistant design in new construction and existing buildings. The collapse prevention system consists of a collapse inhibiting mechanism, such as a pair of slack cables or loose linkages, working in tandem with the main lateral-force resisting system and engaging the gravity framing to avert collapse. In this holistic design approach, the main lateral-force resisting system and gravity framing are used to provide adequate performance under low to moderate level ground motions, and the collapse inhibiting mechanism is deployed as a back-up to provide life safety under extreme ground motions. The collapse inhibiting mechanism may be augmented with energy dissipation devices (small viscous fluid or visco-elastic solid dampers) to enhance performance under wind or small seismic events. Analytical performance of archetypical 1-story, 2-story, 4-story, and 8-story steel-frame buildings employing collapse prevention systems indicate that collapse prevention systems substantially reduce the probability of collapse during Maximum Considered Earthquake (MCE) ground motions, depending on the building and collapse inhibiting mechanism deployed. Seismic hazard data suggests that collapse prevention systems would provide a 1% or less risk of collapse in 50 years in many locations, mostly in the central and eastern United States.