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Titlebook: Computational Structural Engineering; Proceedings of the I Yong Yuan,Junzhi Cui,Herbert A. Mang Conference proceedings 2009 Springer Scienc

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书目名称Computational Structural Engineering
副标题Proceedings of the I
编辑Yong Yuan,Junzhi Cui,Herbert A. Mang
视频video
概述Tools to assess new results, methods, and robustness of advanced computational methods for investigating the life-cycle of a structure.Multi-scale approaches in structural analysis.Dynamic interaction
图书封面Titlebook: Computational Structural Engineering; Proceedings of the I Yong Yuan,Junzhi Cui,Herbert A. Mang Conference proceedings 2009 Springer Scienc
描述Following the great progress made in computing technology, both in computer and programming technology, computation has become one of the most powerful tools for researchers and practicing engineers. It has led to tremendous achievements in computer-based structural engineering and there is evidence that current devel- ments will even accelerate in the near future. To acknowledge this trend, Tongji University, Vienna University of Technology, and Chinese Academy of Engine- ing, co-organized the International Symposium on Computational Structural En- neering 2009 in Shanghai (CSE’09). CSE’09 aimed at providing a forum for presentation and discussion of sta- of-the-art development in scientific computing applied to engineering sciences. Emphasis was given to basic methodologies, scientific development and engine- ing applications. Therefore, it became a central academic activity of the Inter- tional Association for Computational Mechanics (IACM), the European Com- nity on Computational Methods in Applied Sciences (ECCOMAS), The Chinese Society of Theoretical and Applied Mechanic, the China Civil Engineering So- ety, and the Architectural Society of China. A total of 10 invited papers
出版日期Conference proceedings 2009
关键词Stab; Transport; concrete; construction; mechanics; modeling; numerical methods; optimization; programming; r
版次1
doihttps://doi.org/10.1007/978-90-481-2822-8
isbn_ebook978-90-481-2822-8
copyrightSpringer Science+Business Media B.V. 2009
The information of publication is updating

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A Step towards a Realistic Probabilistic Analysis of Buckling Loads of Bridgesbuted live loads. A more realistic case is realized based on measured random traffic loads. Computational cost of stability analysis to investigate the probabilistic variation in buckling loads caused by the real random traffic loads has been reduced by utilizing the imperfection sensitivity law.
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Case Study One — Beijing Prototype Housing on universal building patterns, the only tissue-dependent input parameters are wood species, mass density, moisture content, and temperature. All these parameters are easily accessible, what renders the models powerful and easily applicable tools for practical timber engineering.
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Parametric Resonance of the Free Hanging Marine Risers in Ultra-Deep Water Depthspaid to the effect of damping for the parametric unstable region changes. The results show that damping can effectively reduce unstable regions. Several useful suggestions are proposed for the design of deep-sea riser structures.
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Sebastian Saborio,Giuliana Costablems that involve the modelling of diffusion phenomena in addition to a stress analysis, since this also requires the application of multi-scale concepts. As a further step the coupling of dissimilar media is considered like continuum to discrete models.
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