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The nonlinear finite element method is used to analyze the geometrical nonlinear stability of cabletruss domes with different
cable distributions. The results indicate that the critical load increases evidently when cables, especially diagonal cables,
are distributed in the structure. The critical loads of the structure at different rise-span ratios are also discussed in
this paper. It was shown that the effect of the tensional cable is more evident at small rise-span ratio. The buckling of
the structure is characterized by a global collapse at small rise-span ratio; that the torsional buckling of the radial truss
occurs at big rise-span ratio; and that at proper rise-span ratio, the global collapse and the lateral buckling of the truss
occur nearly simultaneously.
Project (No. 50278086) supported by the National Natural Science Foundation of China 相似文献
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INTRODUCTION An Artificial Neural Network (ANN) is an in-formation-processing paradigm that is inspired by the way biological nervous systems, such as the brain, process information. It is composed of a large number of highly interconnected processing elements (neu-rons) working in unison to solve specific problems. In recent years, neural network has been widely applied in the field of engineering construction as a large dimensional nonlinear dynamic system, because of its support for … 相似文献
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研究生培养质量保证体系及评价体系研究 总被引：6，自引：0，他引：6
本文在总结多年培养研究生工作经验，结合当前研究生培养的客观条件，研究培养质量的物质保证、精神保证、生源保证及指导方式的基础上，提出了研究生质量评价体系。实践证明，采用本体系指导研究生，其培养质量能得到较大幅度的提高。 相似文献
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提出了一个结构系统可靠性分析的载荷传递路线并联模型,讨论了结构系统可靠度的计算、载荷传递路线集的枚举主要载荷传递路线集的鉴别。所举的两个算例表明,结构系统可靠性分析的载荷传递路线模型是有效的。 相似文献
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国家游泳中心"水立方"的多面体空间刚架结构中.采用了配合方钢管、且承受轴力与弯矩共同作用的焊接空心球节点.本文的主要目的是通过试验研究轴力、弯矩及两者共同作用下方钢管焊接空心球节点的受力性能和承载能力,为理论公式提供佐证,共选择了3种不同规格球径的6个节点.本文较详细地介绍了在轴力、弯矩及两者共同作用下方钢管焊接空心球节点模型试验过程,包括为实现轴力与弯矩共同作用的荷载条件而设计的试件、加载装置以及测点布置、加载方案等.对于模型的应力发展过程及试验结果,也逐一进行了分析.试验结果表明,有限元计算的可靠性是有保证的:节点承载力随弯矩的增大而减小. 相似文献
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INTRODUCTIONThetensegritystructurecomposedofcablesandbarsisoftwotypes.Oneistheflexibletensegritystructure.Thistypeofstructurehasnostiffnessandtheshapeofthestructureisnotde terminedwhennoprestressisapplied .Theform findingprocessfortheinitialequilibriumisa… 相似文献
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