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原文传递 Seismic Response and Damage of Reduced-Strength Steel MRF Structures with Nonlinear Viscous Dampers
题名: Seismic Response and Damage of Reduced-Strength Steel MRF Structures with Nonlinear Viscous Dampers
其他题名: AISC.2010a.Prequalified connections for special and intermediate steel moment frames for seismic applications.ANSI/AISC 358.Chicago:AISC.
正文语种: 英文
作者: Baiping Dong
关键词: Steel moment resisting frame (MRF);Nonlinear viscous damper;Earthquake simulation;Seismic response;Seismic damage; Seismic performance
摘要: An experimental investigation of the seismic response and damage of steel moment resisting frame (MRF) building structures with nonlinear viscous dampers was conducted using ground motions up to and beyond the maximum considered earthquake (MCE) level. The objective was to assess the response of MRFs designed with reduced strength (relative to current practice) but with added damping to achieve enhanced seismic performance. The MRFs were designed for 100%, 75%, and 60%, respectively, of the base shear strength required by the current standard. The experiments used a real-time hybrid simulation (RTHS) approach in which an MRF, together with a frame with nonlinear viscous dampers and associated bracing (called the DBF), was in the laboratory, and the seismic mass and gravity system associated with the MRF and DBF and the inherent damping of the building were numerically modeled. Experimental results, including inelastic energy dissipation, development of damage, and local response of the reduced-strength MRFs (focusing on the MRF with 60% base shear strength) to ground motions from the frequently occurring earthquake (FOE) level up to 1.4 times the MCE level are presented. The results show that steel MRF structures designed with reduced strength and added nonlinear viscous dampers have excellent performance for ground motions beyond the MCE level.
出版年: 2018
论文唯一标识: P-26Y2018V144N12013
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002226
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 12
页码: 148-162
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