Titlebook: Integration of Software Specification Techniques for Applications in Engineering; Priority Program Sof Hartmut Ehrig,Werner Damm,Engelbert

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书目名称Integration of Software Specification Techniques for Applications in Engineering影响因子(影响力)




书目名称Integration of Software Specification Techniques for Applications in Engineering影响因子(影响力)学科排名




书目名称Integration of Software Specification Techniques for Applications in Engineering网络公开度




书目名称Integration of Software Specification Techniques for Applications in Engineering网络公开度学科排名




书目名称Integration of Software Specification Techniques for Applications in Engineering被引频次




书目名称Integration of Software Specification Techniques for Applications in Engineering被引频次学科排名




书目名称Integration of Software Specification Techniques for Applications in Engineering年度引用




书目名称Integration of Software Specification Techniques for Applications in Engineering年度引用学科排名




书目名称Integration of Software Specification Techniques for Applications in Engineering读者反馈




书目名称Integration of Software Specification Techniques for Applications in Engineering读者反馈学科排名

WAIL

Hartmut Ehrig recent review paper entitled "Buckling of Shells - Pitfall for DeSigners": "To the layman buckling is a mysterious, perhaps even awe inspiring phenomenon that transforms objects originally imbued with symmetrical beauty into junk".978-3-642-49336-2978-3-642-49334-8

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Engelbert Westkämper,Matthias Bengel,Katja Fischer recent review paper entitled "Buckling of Shells - Pitfall for DeSigners": "To the layman buckling is a mysterious, perhaps even awe inspiring phenomenon that transforms objects originally imbued with symmetrical beauty into junk".978-3-642-49336-2978-3-642-49334-8

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Ingolf Krüger,Wolfgang Prenninger,Robert Sandner,Manfred Broyd. A method is given to determine the optimum span length of a beam and the size of bracket to be fitted at both ends. The influence of the type of end support on the magnitude and distribution of the bending moment are presented. Bending stresses in beams constructed with high tensile steel. Flexur

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Eckehard Schniederthe assumption that loads are linearly dependent on wave height. Depending on the loading condition of the vessel, the still-water bending moments and shear forces are determined using the published rules of classification societies. A more detailed analysis is required when determining the dynamic

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Frank Hänsel,Jan Poliak,Roman Slovák,Eckehard Schniedercial support for the symposium was provided by IUTAM, in the form of partial travel support for a number of participants, and also by the National Science Foundation, the National Aeronautics and Space Administration, and the Air Force Office of Scientific Re­ search, for additional travel support and adminis978-3-642-50994-0978-3-642-50992-6

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