Nonlinear Seismic Analysis of Space Stru
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Liwei Gao; Achintya Haldar
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Article
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1995
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John Wiley and Sons
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English
β 812 KB
Abstract: An efficient and robust finiteβelementβbased method for estimating nonlinear responses of complex threeβdimensional structures with partially restrained connections under dynamic and seismic loading is presented. The method is developed using the assumed stressβbased finiteβelement method