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《Engineering Mechanics》 2013-09
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PERFORMANCE-BASED PLASTIC DESIGN METHOD OF HIGH-RISE STEEL FRAMES

XIONG Er-gang;ZHANG Qian;School of Civil Engineering,Chang'an University;School of Civil Engineering,Xi'an University of Architecture & Technology;  
Under major earthquakes,high-rise steel moment frames designed to the current codes will undergo inelastic deformations in an uncontrolled manner.According to the principle of work-energy conservation,this paper presents a performance-based plastic design(PBPD) method for the design of high-rise steel frames.The method uses pre-selected target drift and yield mechanisms as key performance indicators.The design base shear for a selected hazard level is calculated by equating the work needed to push the structure monotonically up to the target drift to that required by an equivalent single degree of freedom to achieve the same state.Plastic design is performed to detail the frame members and connections in order to achieve the targeted yield mechanism and behavior.The method has been successfully applied to a ten-storey steel moment resisting frame,and validated by inelastic dynamic analyses and pushover analysis.In the cases,the frames develop desired strong column sway mechanisms,and the story drifts are well within the target values,thus meeting the desired performance objectives.The addressed method herein can form a basis for the performance-based plastic design of high-rise steel frames.
【Fund】: 国家自然科学基金项目(51108035 51178388);; 陕西省自然科学基金项目(2010JQ7006);; 中国博士后科学基金项目(20100481313)
【CateGory Index】: TU973.13
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【Citations】
Chinese Journal Full-text Database 2 Hits
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【Co-citations】
Chinese Journal Full-text Database 5 Hits
1 XIONG Ergang1,LIANG Xingwen2,ZHANG Qian3(1.College of Civil Engineering,Chang'an University,Xi'an 710061,China;2.School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China;3.College of Civil Engineering,Xi'an Eurasia University,Xi'an 710065,China);Directly displacement-based seismic design method of steel frames[J];Journal of Earthquake Engineering and Engineering Vibration;2011-04
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3 JING Yanmei,ZHANG Xinpei*,TIAN Zhipeng(College of Architecture and Environment,Sichuan University,Chengdu 610065,China);Elastoplastic response analysis of frame with slab stairs under severe earthquake[J];World Earthquake Engineering;2012-01
4 XIONG Ergang1,ZHANG Qian2(1.School of Civil Engineering,Chang'an University,Xi'an 710061,China;2.School of Civil Engineering,Xi'an Euraisa University,Xi'an 710065,China);Performance-Based Plastic Design Method of Reinforced Concrete Frames[J];Journal of Southwest Jiaotong University;2013-04
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