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原文传递 Experimental Methods for Seismic Simulation of Structural Columns: State-of-the-Art Review and Introduction of New Multiuse Structural Testing System
题名: Experimental Methods for Seismic Simulation of Structural Columns: State-of-the-Art Review and Introduction of New Multiuse Structural Testing System
正文语种: 英文
作者: Y. Xiao, P.E., Dr.Eng., F.ASCE1
作者单位: 1Distinguished Professor and Program Director, Zhejiang University– University of Illinois Institute, Zhejiang Univ., Haining, Zhejiang 314400, China; Research Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089; Chaired Professor and Formerly Dean, College of Civil Engineering, Nanjing Tech Univ., Nanjing, Jiangsu 211816, China; Founding Director, China MOE Key Laboratory of Building Safety and Energy Efficiency, Hunan Univ.,Changsha, Hunan 410082, China.
关键词: Columns; Test setup; Axial load; Lateral load; Earthquake simulation; Multiaxial subassemblage testing (MAST); Multiuse structural testing (MUST)
摘要: Experimental research on seismic behavior of structural columns is one of the most important and active research areas in structural engineering. Various methods with innovative loading configurations have been developed by researchers over the past several decades, and the research has enhanced our knowledge about the performance of structural columns, resulting in the improvement of design practice. This paper provides a state-of-the-art review of the testing setups for simulating earthquake loading on structural columns, to reveal the trend of sophistication of testing methods. Special attention is given to the large tonnage axial loading methods and the shortcomings of existing methods. Based on past experiences and a review of existing methods, a new multiuse structural testing (MUST) system is developed and described in this paper. Because the MUST equipment has the unique ability to maintain the axial load vertical during lateral loading, and the force inputs to the structural model can be directly measured, it is more suitable for simulating structural responses under horizontal and vertical ground motions.
出版年: 2019
期刊名称: Journal of Structural Engineering
卷: 145
期: 3
页码: 1-11
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