Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Northwest Hydropower》 2009-01
Add to Favorite Get Latest Update

Influence factors of energy consumption capacity of eccentrically braced frames and design recommendations

XIE Bin(Northwest Hydro Consulting Engineers,CHECC,Xi'an 710065,China)  
The energy consumption capacity of eccentrically braced frames depends on that of energy-consuming beam sections.This paper describes various factors affecting the capacity of energy-consuming beam sections,presents the recent research findings on eccentrically braced frames in China and abroad,and proposes corresponding design recommendations.
【CateGory Index】: TU391
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 1 Hits
1 WANG Yuan-qing1,2,WANG Bin-bin1,2,SHI Yong-jiu1,2,LIU Ge-qing1,2,CHEN Hong3(1.Dept.of Civil Eng.,Tsinghua Univ.,Beijing 100084,China;2.Key Lab.of Structural Eng.& Vibration of China Education Ministry,Tsinghua Univ.,Beijing 100084,China;3.Architectural Design & Research Inst.of Tsinghua Univ.,Beijing 100084,China);Analysis and Application of the Eccentrical Braces in Multi-storey Steel Frames[J];Journal of Huazhong University of Science and Technology(Urban Science Edition);2007-02
Chinese Journal Full-text Database 10 Hits
1 PAN Xiuzhen1,2,HAO Jiping2,GAO Jie3(1.Institute of Water Resources and Hydraulic Power,Xi'an University of Technology,Xi'an 710048,China;2.School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China;3.China United Northwest Institute for Engineering Design & Research,Xi'an 710082,China);Experimental study on earthquake-resistent behavior of D-type energy dissipating eccentrically braced steel frames[J];Journal of Earthquake Engineering and Engineering Vibration;2009-03
2 Wang Fengping Zhang Yonghe (Shandong Laigang Construction Co., Ltd Qingdao 266071) Pan Xiuzhen Hao Jiping Yan Hang ZhangYingying ChenXiaofeng (Xi'an University of Architecture and Technology-Laigang Steel Construction R&D Centre Xi'an 710055);ANALYSIS ON CONECTION BETWEEN BEAM AND COLUMN USING RIB-STIFFENED PLATE FOR ASEISMIC PERFORMANCE OF D-TYPE ECCENTRICALLY-BRACED[J];Steel Construction;2007-10
3 Wang Wei Hao Jiping Pan Xiuzhen He Haijun Lei Ke(Civil Engineering School,Xi'an University of Architecture &Technology,Xi'an 710055,China);HYSTERETIC BEHAVIOUR ANALYSIS OF IMPROVED CONNECTION BETWEEN BEAM AND COLUMN OF D-TYPE ECCENTRICALLY BRACED STEEL FRAME UNDER CYCLIC LOADING[J];Industrial Construction;2009-S1
4 PAN Xiu-zhen1,2,HAO Ji-ping1,YUN Hang1,ZHANG Ying-ying1,CHEN Xiao-feng1,GAO Jie3(1.School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China;2.Institute of Water Resources and Hydraulic Power,Xi'an University of Technology,Xi'an 710048,China;3.China United Northwest Institute for Engineering Design & Research,Xi'an 710082,China);Seismic Behaviour of Three New Connections Used for Eccentrically Braced Steel Frames[J];Progress in Steel Building Structures;2009-01
5 SHI Yongjiu,XIONG Jun,WANG Yuanqing,LIU Geqing(Key Laboratory of Structure & Vibration of Ministry of Education,Tsinghua University,Beijing 100084,China);Experimental studies on seismic performance of multi-storey steel frame with eccentric brace[J];Journal of Building Structures;2010-02
6 XIONG Jun,WANG Yuanqing,SHI Yongjiu,WANG Binbin(Key Laboratory of Structural Engineering and Vibration of Education Ministry,Civil Engineering Department of Tsinghua University,Beijing China,100084);Seismic of Eccentrically Braced Multi-Storey Steel Frames[J];Journal of Shenyang Jianzhu University(Natural Science);2010-01
7 ZHANG Bin,LI Xiao yan,YU An lin (1 Xi'an Univ. of Arch. & Tech. Xi'an 710055, China; 2 Jinchuan Nonferrous Metals Corp.Jinchang 737104, China);An analysis on the aseismic property of Y-type eccentrically braced steel frame[J];JOURNAL OF XI'AN UNIVERSITY OF ARCHITECTURE &TECHNOLOGY;2000-01
8 YAN Yue-mei,GUO Bing-shan(College of Civil and Architecture Engineering,Xi′an University of Science and Technology,Xi′an 710054,China);Performance of Y shape eccentrically braced steel frames under cyclic load[J];Journal of Xi'an University of Science and Technology;2009-02
9 Fang Xiang (School of Civil Engineering, YPU, Kunming, China, 650051);Passive Control Technique[J];JOURNAL OF YUNNAN POLYTECHNIC UNIVERSITY;1997-02
10 XIONG Jun,WANG Yuan-qing,SHI Yong-jiu,WANG Bin-bin(Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China);Seismic Analysis of Eccentrically Braced High-rise Steel Frames[J];Journal of Zhengzhou University(Engineering Science);2009-03
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 HUANG Yi,WANG Yuan-qing,SHI Yong-jiu(Department of Civil Engineering,The Key Laboratory of Structure Engineering and Vibration of Ministry of Education,Tsinghua University,Beijing 100084,China);Finite element analysis on seismic properties of steel braced frame structure[J];Building Science Research of Sichuan;2005-06
2 SHEN Guo-qing~1,CHEN Hong~2,WANG Yuan-qing~3,SHI Yong-jiu~3(1.School of Architecture & Civil Engineering,China University of Mining & Technology,Xuzhou 221008,China;2.Tsinghua University Architecture Design & Research Institute,Beijing 100084,China;3.Department of Civil Engineering,Tsinghua University,Beijing 100084,China);STUDY ON SEISMIC-RESISTANT OF DIFFERENT BRACES OF STEEL STRUCTURE FRAME[J];Low Temperature Architecture Technology;2005-06
3 Wang Yuanqing; Shi Yongjiu;Application and Design of Light Steel Structure in Multi-story Building[J];Building Structure;1999-06
4 Yin Wenduo Feng Shiping Shen Jumin (Tsinghua University );STUDY OF THE SEISMIC RESPONSE OF A TWO-STORY R/C FRAME BY PSEUDO-DYNAMIC TEST[J];China Civil Engineering Journal;1990-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved