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1 |
LI Qiang-nian~1,FANG You-zhen~(1,2),WANG Zhi-hao~3 (1.College of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China;2.Xi'an University of Architecture & Technology,Xi'an 710055,China;3.The Fifth Design Institute of Nuclear Industry Ministries,Zhengzhou 450052,China);Mechanics property analysis of steel structural frame for advertisement billboard[J];Sichuan Building Science;2006-01 |
2 |
LI Wang-he~(1,2),FANG You-zhen~(1,3)(1.College of Civil Engineering,Lanzhou Univ.of Technology,Lanzhou 730050,China;2.Landa Branch of Lanzhou Petrochemical Corps.,Lanzhou 730060,China;3.Xi'an Univ.of Architecture & Technology,Xi'an 710055,China);A case analysis of steel structure used in reconstruction of building[J];Sichuan Building Science;2006-03 |
3 |
HUANG Jizhuo1,WANG Zhan2,MA Renle3(1.Shantou University,Shantou 515063,China;2.Department of Civil Engineering,South China University of Technology,Guangzhou 510641,China;3.Tongji University,Shanghai 200092,China);Optimum design of semi-rigid steel frame[J];Sichuan Building Science;2007-04 |
4 |
QI Yongsheng 1,MI Xufeng 2,ZHOU Junwen 1 (1.Department of Civil Architecture,Changzhou Institute of Technology,Changzhou 213002,China; 2.School of Naval Architecture and Ocean Eng.,Jiangsu University of Science and Technology,Zhenjiang 212003,China);Mechanical analysis of influence of initial imperfections on beam-string system by FEA[J];Sichuan Building Science;2009-06 |
5 |
SUN Jin,WU Xiao,YANG Lijun(Dept.of Civil and Architectural Engineering,Hunan University of Arts and Science,Changde 415000,China);Study on buckling of continuous members with non-linear materials based on Lagrange multiplier method[J];Sichuan Building Science;2010-04 |
6 |
DING Shengguo,FU Bo(College of Civil Engineering,Guizhou University,Guiyang 550003,China);Critical load analysis of large span quadrangular-pyramid space truss[J];Sichuan Building Science;2011-05 |
7 |
Shao Jin (Hefei Supervision Station for Engineering Quality& Safety,Hefei 230001,China);Support System Design of Steel Platform for the Steel Pipe Scaffold High above the Ground[J];Anhui Architecture;2009-01 |
8 |
LI Pengfei,YAO Qianfeng,GUO Meng(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Research on Flexural-Torsional Buckling and Overall Stability Calculation Method for Castellated Beams[J];Journal of Beijing Jiaotong University;2010-04 |
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LIU Ying-da1,CHEN Ming2,YAN Han2(1.Baotou Instiute of Building Design and Research,Baotou 014030,China;2.Architecture and Civil Engineering School,Inner Mongolia University of Science and Technology,Baotou 014010,China);Research on the in-plane stability ultimate bearing capacity of the tapered columns[J];Journal of Inner Mongolia University of Science and Technology;2009-03 |
10 |
Song Jia1,Zhang Min1,Li Yinbin2 (1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China; 2.Guizhou Transportation Planning Survey & Design Academe Co.,Ltd.,Guiyang 550001,Guizhou,China);Stability Analysis on High Piers with Consideration of Initial Imperfection and Multiple Loads[J];Journal of Chongqing Jiaotong University(Natural Science);2012-02 |
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