Computational Structural Engineering: Proceedings of the by René de Borst (auth.), Yong Yuan, Junzhi Cui, Herbert A.

By René de Borst (auth.), Yong Yuan, Junzhi Cui, Herbert A. Mang (eds.)

Following the nice development made in computing know-how, either in machine and programming expertise, computation has develop into some of the most strong instruments for researchers and working towards engineers. It has resulted in super achievements in computer-based structural engineering and there's facts that present devel- ments will also speed up within the close to destiny. to recognize this development, Tongji collage, Vienna collage of expertise, and chinese language Academy of Engine- ing, co-organized the foreign Symposium on Computational Structural En- neering 2009 in Shanghai (CSE’09). CSE’09 geared toward offering a discussion board for presentation and dialogue of sta- of-the-art improvement in clinical computing utilized to engineering sciences. Emphasis used to be given to easy methodologies, clinical improvement and engine- ing functions. as a result, it turned a primary educational job of the Inter- tional organization for Computational Mechanics (IACM), the eu Com- nity on Computational tools in technologies (ECCOMAS), The chinese language Society of Theoretical and utilized Mechanic, the China Civil Engineering So- ety, and the Architectural Society of China. a complete of 10 invited papers, and round a hundred and forty contributed papers have been p- sented within the complaints of the symposium. individuals of papers got here from 20 international locations world wide and lined a large spectrum relating to the compu- tional structural engineering.

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Additional info for Computational Structural Engineering: Proceedings of the International Symposium on Computational Structural Engineering, held in Shanghai, China, June 22–24, 2009

Sample text

Such S/D-N methods have serious disadvantages: the model is applicable only to the components with the material and the loading conditions tested, the experimental procedure is too complicated to apply in practice, and it is not possible to use in a subsequent numerical seismic response analysis unless the damage model is included in the constitutive equation and the hysteretic model. In this study, a damage cumulation model of weld defined at the material level, whose application is limited to weld geometry or loading types, is generated based on simple and standard tests.

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Structural Safety, 22(4): 313-333. , and Valliappan S. (1999). Nonlinear seismic behavior of concrete gravity dams using coupled finite element-boundary element technique. Int. J. Num. Meth. , 44(1): 101-130. Westergaard H. M. (1931). Water pressures on dams during earthquakes. Transactions of ASCE, 98: 418-433. Zadeh L. A. (1965). Fuzzy Sets. Information and Control, 8(3): 338-353. Zhang W. and Valliappan S. (1998). Continuum damage mechanics theory and application, part I-theory. Int. J. , 7: 250-273.

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