Volume 26 Issue 3
Turn off MathJax
Article Contents
Abstract
Related Articles
LI Xiao-juan, WANG Xin-tang, GU Qiang, LI Xiu-mei, LI Shuang-bei. RANALYSIS OF STABLE BEARING CAPACITY OF STEEL FRAMES WITH SEMI-RIGID CONNECTION AND ORIGINAL CURVATURE[J]. Engineering Mechanics, 2009, 26(3): 113-117.
Citation: LI Xiao-juan, WANG Xin-tang, GU Qiang, LI Xiu-mei, LI Shuang-bei. RANALYSIS OF STABLE BEARING CAPACITY OF STEEL FRAMES WITH SEMI-RIGID CONNECTION AND ORIGINAL CURVATURE[J]. Engineering Mechanics, 2009, 26(3): 113-117.
shu

RANALYSIS OF STABLE BEARING CAPACITY OF STEEL FRAMES WITH SEMI-RIGID CONNECTION AND ORIGINAL CURVATURE

  • (1. Department of Civil Engineering, Hohai University, Nanjing, Jiangsu 210098, China; 2. Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, Zhejiang 315211, China; 3. Department of Civil Engineering, College of Science and Technology of Suzhou, Suzhou, Jiangsu 215011, China; 4. College of Civil Engineering & Architecture, Nanning, Guangxi 530004, China)

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • This paper presents a finite element method for calculating semi-rigid steel frames. The effects of connection flexibilities, original curve factors and the second order effect have been considered in the element stiffness matrixes. A program for analyzing the global stability of semi-rigid steel frames with revised Newton-Raphson process has compiled. In conclusion, the effect of original curvatures and semi-rigid connections on the global stability of steel frameworks should be taken into consideration.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHANG Yu-shan, . INFLUENCE OF GROUND-MOTION PEAK DISPLACEMENT ON NON-LINEAR DYNAMIC RESPONSE OF SINGLE-DEGREE-OF-FREEDOM SYSTEM[J]. Engineering Mechanics, 2011, 28(1): 55-064.
    [2]DING Ji-hui, MENG Yan-jie, WANG Wei-yu, XU Cheng-jie. NON-LINEAR NUMERICAL SIMULATION ON THE COMPOSITE FOUNDATION OF RAMMED SOIL-CEMENT PILES WITH RIGID CORE[J]. Engineering Mechanics, 2010, 27(增刊I): 136-140,.
    [3]LIU Yuan-zhen;LI Zhu;YANG Zhuo-qiang. NON-LINEAR ANALYSIS OF SLITTED SHEAR WALLS WITH DIFFERENT PARAMETERS[J]. Engineering Mechanics, 2009, 26(增刊Ⅰ): 45-050.
    [4]LIU Yuan-zhen, LI Zhu, ZHANG Ze-ping, LU Jian-jun. NON-LINEAR FINITE ELEMENT ANALYSIS ON SLITTED SHEAR WALL STRUCTURE WITH HEAT PRESERVATION FORMWORK[J]. Engineering Mechanics, 2008, 25(4): 152-157.
    [5]WANG Pei-jun, LI Guo-qiang. NON-LINEAR ANALYSIS OF ELASTICALLY AXIAL-RESTRAINED 2D STEEL BEAMS AT ELEVATED TEMPERATURES IN FIRE BASED ON ARC LENGTH COORDINATE METHOD[J]. Engineering Mechanics, 2008, 25(1): 137-144.
    [6]ZHANG Zhi-tian, FANG Zhi. NONLINEAR ANALYSIS OF THE EFFECTIVE DISTRIBUTION WIDTH OF TRANSVERSE INTERNAL FORCE IN REINFORCED CONCRETE BOX GIRDER[J]. Engineering Mechanics, 2006, 23(S1): 189-193,.
    [7]CAI Song-bai, WANG Lei. NONLINEAR DYNAMIC ANALYSIS OF TRAPEZOIDAL PLATES[J]. Engineering Mechanics, 2005, 22(3): 58-62.
    [8]ZHU Wei-ping. FINITE ELEMENT PERTURBATION METHOD FOR NONLINEAR ANALYSIS OF BELLOWS UNDER LATERAL COMPOUND LOAD[J]. Engineering Mechanics, 2003, 20(5): 91-94.
    [9]YE Wen-hong, LIANG Qi-zhi. A SIMPLIFIED ANALYSIS OF FRAME-SHEAR WALL STRUCTURE CONSIDERING SECOND ORDER EFFECTS[J]. Engineering Mechanics, 1999, 16(1): 26-34,1.
    [10]Zhang Guoxin. NON-LINEAR STABILITY VERIFICATION OF SHALLOW ARCHES[J]. Engineering Mechanics, 1992, 9(2): 99-106.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1514) PDF downloads (442) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return