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1. MONTE CARLO SIMULATION WITH PIECEWISE RESPONSE SURFACE OF DEFLECTIONS OF REINFORCED CONCRETE BEAMS | |||
Tengfei XU | |||
Civil and Architectural Engineering 15 December 2014 | |||
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Abstract:Based on the nonlinear Finite Element model with degenerated beam element, combing Monte Carlo method with piecewise response surface, a hybrid stochastic deflection method of reinforced concrete beam is developed to give consideration to efficiency and accuracy. Piecewise response surface are adopted to avoid the errors between a single response surface and real unsmooth response function, due to the cracking of concrete. Variability of deflection of a set of test beams is evaluated by present model. The results demonstrate the capacity of the present model in computing the stochastic deflection of nonlinear reinforced concrete beams.????? | |||
TO cite this article:Tengfei XU. MONTE CARLO SIMULATION WITH PIECEWISE RESPONSE SURFACE OF DEFLECTIONS OF REINFORCED CONCRETE BEAMS[OL].[15 December 2014] http://en.paper.edu.cn/en_releasepaper/content/4623190 |
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