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作 者:Oshman Charco Frank Chavarin Rais Ahmad
机构地区:[1]Thang Le&Associates,Arcadia,CA 91006,USA [2]California State University,Northridge,CA 91330,USA
出 处:《Journal of Civil Engineering and Architecture》2024年第11期530-539,共10页土木工程与建筑(英文版)
基 金:The authors are acknowledging the contributions and support from:(a)Department of Civil Engineering&Construction Management,California State University,Northridge,and(b)Star Seismic Inc.
摘 要:BRBF(buckling restrained braced frame)is a relatively new lateral force resisting system for building structures.BRBFs are used mostly to resist seismic force due to their high ductility after yielding and the ability to absorb higher strain energy.ASCE(American Society of Civil Engineers)first permits the use of BRBFs as a single seismic force-resisting system by quantifying the seismic parameters such as response modification coefficient(R),over-strength factor(Ωo)and deflection amplification factor(Cd)for a structure built with BRBF,in their 2010 code(ASCE 7-10).But it has not been investigated how a structure built with BRBF,which is primarily designed to resist seismic force,and behaves under sudden occurrence of a blast load.This research investigates the performance of a BRBF subjected to blast loading.In other words,this paper focuses on the effect of blast loading on BRBF.The architype for this investigation is a chevron type braced frame.The frame is subjected to a short duration blast load that lasts only 21.7 mili-second(ms).Blast loading effects on the braced frame are assessed by identifying the weakest plane of failure,deformation characteristics and out of plane bending.The research investigates how the properties of the surrounding concrete,especially compressive strength,affect the overall strength of the BRBF on resisting blast loading.It is observed that the compressive strength of the surrounding concrete plays a significant role in reducing the deformation characteristics,both in-plane and out-of-plane.
关 键 词:BRBF blast loading response modification coefficient(R) chevron brace
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