Volume 4 Issue 1
Turn off MathJax
Article Contents
Abstract
Related Articles
Xiang Yuyin, Tang Jinchun. Analysis of Interaction of Structure Foundation and Soil by Associated Method of FEM and BEM[J]. Engineering Mechanics, 1987, 4(1): 51-60.
Citation: Xiang Yuyin, Tang Jinchun. Analysis of Interaction of Structure Foundation and Soil by Associated Method of FEM and BEM[J]. Engineering Mechanics, 1987, 4(1): 51-60.
shu

Analysis of Interaction of Structure Foundation and Soil by Associated Method of FEM and BEM

  • Zhejiang University

More Information
  • Received Date: May 31, 1986
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • An associated method of the finite element method(FEM)and boundary element method(BEM)for analysing the interaction of structure foundation and soil is presended. BEM is used for the soil and FEM is used for structure and foundation. It is solved by the combi nation with the compatibility of displacements and the equilibrium of forces in the interface between the two parts, A program is given on the IBM—PC, and the results computed are agreeable with the results of FEM and other methods. Because of the supperiority of BEM, this method has the advantanges of good accuracy, high speed of calculation, and less computer storage requirements.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHOU Yu-long, DU Xiu-li, HAN Qiang. Seismic response and overturning of double-column rocking column bridge system[J]. Engineering Mechanics, 2019, 36(7): 136-145. DOI: 10.6052/j.issn.1000-4750.2018.04.0224
    [2]LIU Hao, LI Hong-nan. SEISMIC-COLLAPSE ANALYSIS OF REINFORCED CONCRETE FRAME STRUCTURE CONSIDERING CUMULATIVE DAMAGE AND STRAIN RATE EFFECT[J]. Engineering Mechanics, 2018, 35(4): 87-95. DOI: 10.6052/j.issn.1000-4750.2016.12.0991
    [3]HE Zheng, ZHU Zhen-yu, LIU Ting-ting. COLLAPSE SAFETY MARGIN ANALYSIS OF SINGLE-LAYER SPHERICAL LATTICE SHELLS CONSIDERING CONSISTENT COLLAPSE PROBABILITY[J]. Engineering Mechanics, 2016, 33(10): 218-225. DOI: 10.6052/j.issn.1000-4750.2015.03.0225
    [4]SHI Yun, SU Ming-zhou. FEM ANALYSIS OF THE HYSTERETIC BEHAVIOR OF INNOVATIVE HYBRID COUPLED WALL SYSTEM BASED ON DISPLACEMENT CONTROLLED MULTI-PIONTS LOADING[J]. Engineering Mechanics, 2013, 30(9): 220-226. DOI: 10.6052/j.issn.1000-4750.2012.05.0377
    [5]SHEN Guo-hui, WANG Ning-bo, LOU Wen-juan, SUN Bing-nan. ANALYSIS OF TOWER SHAPE FACTOR IN THE COLLAPSE OF THE FERRYBRIDGE COOLING TOWERS[J]. Engineering Mechanics, 2012, 29(8): 123-128. DOI: 10.6052/j.issn.1000-4750.2010.11.0852
    [6]LONG Yu-qiu. AN ADJOINT THEOREM BETWEEN EQUILIBRIUM MATRIX AND GEOMETRIC MATRIX IN STRUCTURAL ANALYSIS[J]. Engineering Mechanics, 2012, 29(5): 1-7.
    [7]AN Yu-feng, LI Wei. COLLAPSE ANALYSIS OF CONCRETE FILLED STEEL TUBULAR COLUMN - STEEL BEAM PLANAR FRAMES[J]. Engineering Mechanics, 2012, 29(增刊I): 115-118. DOI: 10.6052/j.issn.1000-4750.2011.11.S024
    [8]WANG Tie-cheng, KANG Jian, LI Zhi-ping. ANALYSIS OF PROGRESSIVE COLLAPSE RESISTANCE OF SPACE FRAMES[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 161-165.
    [9]CHEN Chang-song, YAN Dong-huang, LI Xue-wen. THE INCREMENTAL VIRTUAL WORK EQUATION FOR CONCRETE SHRINKAGE AND CREEP ANALYSIS AND ITS APPLICATIONS[J]. Engineering Mechanics, 2010, 27(10): 139-144.
    [10]HE Zeng, ZHAO Gao-yu. ON GALLOPING OF BUNDLED CONDUCTORS IN AN OVERHEAD TRANSMISSION LINE WITH LARGE TORSIONAL MOTION[J]. Engineering Mechanics, 2001, 18(2): 126-134.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (600) PDF downloads (228) 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