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原文传递 Seismic Performance of Buildings with Viscous Damping Systems Designed by the Procedures of ASCE/SEI 7-16
题名: Seismic Performance of Buildings with Viscous Damping Systems Designed by the Procedures of ASCE/SEI 7-16
其他题名: Aiken,I.D.,Nims,D.K.,Whittaker,A.S.,and Kelly,J.M.(1993)."Testing of passive energy dissipation systems."Earthquake Spectra,9(3),335-370.
正文语种: 英文
作者: Shoma Kitayama
关键词: connection;mping;design;parameter;damp;exceed;forman;perform;building;mines
摘要: This study investigates the seismic performance of buildings with fluid viscous damping systems designed in accordance with the procedures of ASCE/SEI 7-16. The study examines the effect of the following design parameters: (1) required strength of the brace-damperconnection system; (2) base shear force for the design of the frame exclusive of the damping system; (3) amount of damping; (4) damper displacement capacity; and (5) type of damping including use of fluidic self-centering devices. The assessment of performance is based on the calculation of probabilities of collapse and of exceeding the specific residual drifts of 0.2, 0.5, 1.0, and 2.0% of story height for various seismic intensities up to the maximum considered earthquake and over a lifetime of 50 years for a particular site. The study determines that the most influential parameters for reducing the risk of collapse and of reducing the probability of exceeding the important residual story-drift ratio limits of 0.5 and 1% are the base shear force for the design, the strength of the brace-damper-connection system, and the amount of damping.
出版年: 2018
论文唯一标识: P-26Y2018V144N06014
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002048
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 06
页码: 168-181
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