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《Mechanics and Engineering》 2005-01
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WEI Demin DAI Weiying(College of Architecture & Civil Engineering, South China Univ. of Tech., Guangzhou 510640, China)  
This paper presents a theoretical investigation for the form finding and the loading analyses of membrane structures by using the finite element package ANSYS. The tension structures under loading usually involve large displacements, so the non-linear theory is applied in theinvestigation. It is found that the results of form finding depend on the following factors: the meshing, the elastic moduli of the membrane material, the initial stress in the membrane, the stress in the boundary cables and the ridge cables and their ratio. In practical engineering, it is difficult to find out the minimal surface meeting the architecture demands and the boundary restrictions, hence, the difference in the stress distribution should be controlled in a special range. The computational results for practical examples show that the effect of the wind loading on the vertical displacement is significant. Usually the design of membrane structures is controlled by the wind suction.
【Fund】: 广东省自然科学基金项目(020940)资助.
【CateGory Index】: O484
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