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Titlebook: Reliability and Optimization of Structural Systems ’88; Proceedings of the 2 P. Thoft-Christensen Conference proceedings 1989 International

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發(fā)表于 2025-3-21 17:57:00 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Reliability and Optimization of Structural Systems ’88
副標(biāo)題Proceedings of the 2
編輯P. Thoft-Christensen
視頻videohttp://file.papertrans.cn/827/826377/826377.mp4
叢書名稱Lecture Notes in Engineering
圖書封面Titlebook: Reliability and Optimization of Structural Systems ’88; Proceedings of the 2 P. Thoft-Christensen Conference proceedings 1989 International
出版日期Conference proceedings 1989
關(guān)鍵詞Optimierung; Tower; Tragwerke; Zuverl?ssigkeit; beam; concrete; structure
版次1
doihttps://doi.org/10.1007/978-3-642-83828-6
isbn_softcover978-3-540-51283-7
isbn_ebook978-3-642-83828-6Series ISSN 0176-5035
issn_series 0176-5035
copyrightInternational Federation for Information Processing, Geneva, Switzerland 1989
The information of publication is updating

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On a Reliability-Based Shape Optimization of Truss Structures,ers. A two-level method is applied to facilitate the optimization with respect to the two different types of the design variables, where two separate design spaces are introduced, i.e., one for the shape variables and the other for the sizingvariables. Numerical examples are provided to illustrate the validity of the proposed methods.
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Time Variant Reliability Analysis Utilizing Response Surface Approach, consists of second order polynomials. The coefficients for these polynomials are determined from combinations of the basic variables close to the limit state surface. The method is shown to give highly accurate results while reducing computational efforts considerably in comparison to full analysis
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Perception of Risks and Reactions to Accidents,o use it, how they will perceive the risks involved in its use and how they will behave in case of an accident. The participation of a social psychologist or of a behaviourist in future meetings of the IFIP Working Group 7.5 is therefore advocated.
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A New Monte Carlo Technique in Structural Reliability with a Plastic Frame Example,ance sapling technique which is based on the exclusion from sampling of a maximum hypersphere contained in the safe region. After finding the maximum hypersphere,in the standard normal space of basic variables a two-stage sampling procedure involving conditional distributions is employed. The propos
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On Spatial Correlation of Nodal Wave Forces in System Reliability Analysis of Offshore Structures,responding to the position of a regular design wave with respect to the structure when the base shear is maximum) scaled by the total lateral load (base shear) which is considered random. However, local variations due to uneven marine growth and uncertainties in modeling wave forces result in less t
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