Volume 10 Issue 2
Turn off MathJax
Article Contents
Abstract
Related Articles
Tu Zhengwu, Teng Yanjing. ANALYSIS OF AXIAL RESPONSE OF ONE-DIMENSIONAL STRUCTURE BY FLEXIBILITY TRANSFER METHOD[J]. Engineering Mechanics, 1993, 10(2): 93-101.
Citation: Tu Zhengwu, Teng Yanjing. ANALYSIS OF AXIAL RESPONSE OF ONE-DIMENSIONAL STRUCTURE BY FLEXIBILITY TRANSFER METHOD[J]. Engineering Mechanics, 1993, 10(2): 93-101.
shu

ANALYSIS OF AXIAL RESPONSE OF ONE-DIMENSIONAL STRUCTURE BY FLEXIBILITY TRANSFER METHOD

  • Institute or Foundation Engineering, China Academy of Building Research

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • In this paper, concepts of up arid down flexibility of nodal-points in one-dimensional structure are presented. Based on these concepts, axial transfer formulas of up and dowo flexibility of the nodal-points are derived from the equilibrium for the nodal-points and the compatibilityfor the elements. Then the flexibility transfer method is developed, by which static and dynamic response of one-dimensional structure could be determined.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]FENG Xiao-dong, FENG Da, ZHAO Wen-yan, CHEN Yao, ZHENG Yi-wen. NODAL RELAXATION METHOD FOR TENSEGRITY STRUCTURES: ANALYSIS OF MECHANICAL PROPERTIES[J]. Engineering Mechanics, 2025, 42(3): 100-112. DOI: 10.6052/j.issn.1000-4750.2022.11.0990
    [2]PAN Zuan-feng, GE Xiong, ZENG Bin, XU Qing. SHEAR CAPACITY CALCULAITON OF PRESTRESSED CONCRETE BEAM-STEEL REINFORCED CONCRETE COLUMN FRAME JOINTS[J]. Engineering Mechanics, 2024, 41(4): 29-38. DOI: 10.6052/j.issn.1000-4750.2022.04.0355
    [3]LI Zheng-bao, CUI Yan-wei, SONG Kun, MA Hua, TANG Zhen-yun. SHEAR CAPACITY CALCULATION METHOD OF PANEL ZONE IN REINFORCED CONCRETE FRAME UNDER BIDIRECTIONAL LOADING[J]. Engineering Mechanics, 2019, 36(1): 175-182. DOI: 10.6052/j.issn.1000-4750.2017.11.0851
    [4]LI Guo-chang, LI Wen-ming. FINITE ELEMENT ANALYSIS ON AN ANGLE CONNECTING JOINT BETWEEN BRB AND CONCRETE BEAM-COLUMN[J]. Engineering Mechanics, 2016, 33(增刊): 67-71. DOI: 10.6052/j.issn.1000-4750.2015.05.S005
    [5]ZHAO Yi, XU Li-hua, CHENG Kang, LIU Bin. A ANALYSIS ON THE MECHANICAL BEHAVIOR OF STEEL REINFORCED RING-BEAM CONNECTIONS OF CONCRETE FILLED STEEL COLUMN AND RC BEAM[J]. Engineering Mechanics, 2013, 30(增刊): 241-247. DOI: 10.6052/j.issn.1000-4750.2012.06.S068
    [6]LI Shuang. THE INFLUENCES OF JOINT ON THE PROGRESSIVE COLLAPSE-RESISTING PERFORMANCE OF RC FRAMES[J]. Engineering Mechanics, 2012, 29(12): 80-87. DOI: 10.6052/j.issn.1000-4750.2011.04.0242
    [7]CHEN Shi-cai, YAN Wei-ming, LI Zhen-bao, WANG Wen-ming, GAO Jie. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF LAYERED SLAB AND BEAM TO COLUMN INTERIOR JOINTS IN PRECAST CONCRETE STRUCTURES[J]. Engineering Mechanics, 2012, 29(2): 135-141.
    [8]HUANG Ji-zhuo, WANG Zhan, PAN Jian-rong. SEMI-ANALYTICAL METHOD FOR BEAM-TO-COLUMN CONNECTION RIGIDITY OF STEEL STRUCTURES[J]. Engineering Mechanics, 2011, 28(1): 105-109,.
    [9]QU Hui, WANG Wen-da. CALCUATIONS FOR MOMENT VERSUS ROTATION RELATIONSHIP OF THE JOINT OF BEAM AND CONCRETE-FILLED STEEL TUBULAR COLUMN[J]. Engineering Mechanics, 2010, 27(5): 106-114,.
    [10]YU Xu, LIU Wei-qing. ANALYSIS ON THE STRESS PATTERNS OF THE JOINT BETWEEN CONCRETE-FILLED RECTANGULAR STEEL TUBULAR COLUMNS AND STEEL BEAMS[J]. Engineering Mechanics, 2006, 23(6): 114-119.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (830) PDF downloads (207) 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