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

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書目名稱Integration of Software Specification Techniques for Applications in Engineering影響因子(影響力)




書目名稱Integration of Software Specification Techniques for Applications in Engineering影響因子(影響力)學(xué)科排名




書目名稱Integration of Software Specification Techniques for Applications in Engineering網(wǎng)絡(luò)公開(kāi)度




書目名稱Integration of Software Specification Techniques for Applications in Engineering網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書目名稱Integration of Software Specification Techniques for Applications in Engineering被引頻次




書目名稱Integration of Software Specification Techniques for Applications in Engineering被引頻次學(xué)科排名




書目名稱Integration of Software Specification Techniques for Applications in Engineering年度引用




書目名稱Integration of Software Specification Techniques for Applications in Engineering年度引用學(xué)科排名




書目名稱Integration of Software Specification Techniques for Applications in Engineering讀者反饋




書目名稱Integration of Software Specification Techniques for Applications in Engineering讀者反饋學(xué)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 Westk?mper,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

mediocrity

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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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sacrum

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

Madrigal

Frank H?nsel,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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