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《Engineering Mechanics》 2013-S1
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LIANG De-zhi,CHEN Xue-xia(School of Civil Engineering,Shenyang Jianzhu University,Shenyang,Liaoning 110168,China)  
A portal frame structure is more sensitive to wind loads than the common low-rise buildings,because of its light weight,great flexibility,and lower damping characters.At present,one of the best methods to analyze the background effective static load of the common low-rise building is Load-Response-Correlation method(LRC method).However,it is difficult to be directly applied to engineering practice by the insufficient in its complicated computation,complex response to location and type.This paper used a simplified LRC methodLoad-Lift-Correlation method(LLC method) to solve the background effective static load of the light-weight steel structure.Combining with a specific project example,we used the finite element software to establish different roof span portal frame structure models,selected the junction of the purline and roof as the research node of reflecting vertical wind-induced vibration response,solved the background effective static load of the light-weight steel structure in the maximum lift,and contrasted with the load which analyzed by the load code for the design of building structures.Research shows that,the effect of vertical wind-induced vibration to the portal frame structure cannot be ignored and should be taken into account in the design.
【CateGory Index】: TU392.5;TU312.1
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Chinese Journal Full-text Database 3 Hits
1 CHEN Bo,WU Yue,SHEN Shi-zhao(School of Civil Engineering,Harbin Institute of Technology,Harbin,Heilongjiang 150090,China);THE BACKGROUND OF EQUIVALENT STATIC WIND LOADS ON LARGE SPAN ROOFS[J];Engineering Mechanics;2006-11
2 SHEN Guo-hui1 , SUN Bing-nan1,2 , LOU Wen-juan1 (1. Department of Civil Engineering, Zhejiang University, Hangzhou, Zhejiang 310027, China; 2. Ningbo Institute of Technology, Ningbo, Zhejiang 315100, China);A SIMPLE METHOD TO CALCULATE THE EQUIVALENT STATIC WIND LOAD ON LOW-RISE BUILDINGS[J];Engineering Mechanics;2006-S1
3 CHEN Bo1,2,WU Yue2,SHEN Shi-zhao2,DUAN Zhong-dong2 (1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Principle and Application of Equivalent Static Wind Loads on Large-span Roofs[J];Journal of Wuhan University of Technology;2008-04
Chinese Journal Full-text Database 4 Hits
1 LI Jing1,HAN Da-jian2(1.Faculty of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou,Guangdong 510006,China;2.School of Civil and Transportation,and State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou,Guangdong 510640,China);POWER SPECTRA OF WIND-INDUCED RESPONSE AND SEPARATION OF BACKGROUND RESPONSE FROM RESONANT RESPONSE FOR ROOF STRUCTURES[J];Engineering Mechanics;2010-06
2 WU Di1,WU Yue1,ZHANG Jian-sheng2 (1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China,;2.College of Civil Engineering and Architecture,Zhejiang University of Technology,Hangzhou 310014,China);Wind-induced response and equivalent static wind loads of double-layer reticulated shell structures[J];Journal of Harbin Institute of Technology;2010-10
3 CHEN Bo1,YANG Qing-shan1 (1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,P.R.China);Equivalent Static Wind Load for Multiple Targets of China's National Stadium[J];Journal of Civil,Architectural & Environmental Engineering;2009-06
4 ZOU Lianghao1,3,WEN Siqing2,DONG Weiguo2,XU Jinhu1,3,LIANG Shuguo1,3(1.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072,China;2.Wuhan Architecture Design Institute,Wuhan 430010,China;3.Hubei Key Laboratory of Security of Rock-soil and Structure Engineering,Wuhan University,Wuhan 430072,China);Analysis of coherence function of wind loads and wind-induced responses of National Stadium of aid Mozambique[J];Engineering Journal of Wuhan University;2010-04
China Proceedings of conference Full-text Database 1 Hits
1 LIANG De-zhi1,CHEN Xue-xia21(School of Civil Engineering,Shenyang Jianzhu University,Shenyang,Liaoning 110168,China);EFFECTIVE STATIC WIND LOAD FOR THE ROOF OF LIGHT-WEIGHT STEEL STUCTURE WITH GABLE FRAMES IN VERTICAL WIND[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 Chen Bo Wu Yue Shen Shizhao(Harbin Institute of Technology,Harbin 150090,China);Equivalent static wind loads on saddle-shaped cable structures[J];China Civil Engineering Journal;2006-06
2 ZHANG Jian-sheng,WU Yue,SHEN Shi-zhao(School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Wind-induced Vibration and Wind-resistant Design of Single-layer Reticulated Shell Structures[J];Journal of Wuhan University of Technology;2006-07
3 WU Hai-yang1,LIANG Shu-guo1,GUO Bi-wu2(1.School of Civil and Building Engineering,Wuhan University,Wuhan 430072,China;2.Wuhan Architectural Design Institute,Wuhan 430014,China);Participant Mode Analysis of Wind-induced Responses of Large Cantilevered Roof[J];Journal of Wuhan University of Technology;2007-05
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