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Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings

机译:高层管中钢筋混凝土管的非线性有限元分析

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摘要

The non-linear finite The non-linear finite element analysis (NLFEA) has potential as a readily usable and reliable means for analyzing of civil structures with the availability of computer technology. The structural behaviors and mode of failure of reinforced concrete tube in tube tall building via application of computer program namely COSMOS/M are presented. Three dimensional quarter model was carried out and the method used for this study is based on non-linearity of material. A substantial improvement in accuracy is achieved by modifying a quarter model leading deformed shape of overall tube in tube tall building to double curvature. The ultimate structural behaviors of reinforced concrete tube in tube tall building were achieved by concrete failed in cracking and crushing. The model presented in this paper put an additional recommendation to practicing engineers in conducting NLFEA quarter model of tube in tube type of tall building structures.element analysis (nlfea) has potential as a readily usable and reliable means for analyzing of civil structures with the availability of computer technology. The structural behaviors and mode of failure of reinforced concrete tube in tube tall building via application of computer program namely cosmos/m are presented. Three dimensional quarter model was carried out and the method used for this study is based on non-linearity of material. A substantial improvement in accuracy is achieved by modifying a quarter model leading deformed shape of overall tube in tube tall building to double curvature. The ultimate structural behaviors of reinforced concrete tube in tube tall building were achieved by concrete failed in cracking and crushing. The model presented in this paper put an additional recommendation to practicing engineers in conducting nlfea quarter model of tube in tube type of tall building structures.
机译:非线性有限元非线性有限元分析(NLFEA)具有潜力,随着计算机技术的发展,它可以作为一种易于使用和可靠的手段来分析土木结构。通过应用计算机程序COSMOS / M,提出了钢管高层建筑中钢筋混凝土管的结构特性和破坏方式。进行了三维四分之一模型,该研究的方法基于材料的非线性。通过将四分之一模型修改为导致管高建筑物中整个管的变形形状变为双曲率,可以实现准确性的显着提高。钢筋混凝土管在开裂和破碎失败后达到了钢管高层建筑的最终结构性能。本文介绍的模型为实践工程师提供了额外的建议,以进行高层建筑结构的NEFEA直管式四分之一模型。元素分析(nlfea)有潜力作为一种易于使用且可靠的手段来分析具有可利用性的土木结构技术的发展。通过计算机程序cosmos / m,给出了钢管高层建筑中钢筋混凝土管的结构特性和破坏模式。进行了三维四分之一模型,该研究的方法基于材料的非线性。通过将四分之一模型修改为导致管高建筑物中整个管的变形形状变为双曲率,可以实现准确性的显着提高。钢筋混凝土管在开裂和破碎失败后达到了钢管高层建筑的最终结构性能。本文中提出的模型为实践工程师提供了额外的建议,以进行高层建筑结构中的管式nlfea四分之一模型。

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