B. Asgarian

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  • B. Asgarian, Alireza Fiouz, Ali Shakeri Talarposhti
  • 2008
The response of a fixed offshore tower is greatly affected by nonlinear behavior of the supporting piles. Pile-Soil-Structure Interaction (PSSI) can significantly affect the seismic performance of structures. The pile-soil interaction during earthquake loading is one of the most important sources of nonlinearity of offshore platforms. Incremental Dynamic(More)
A fuzzy system has been developed to estimate the overall and local buckling behavior of cylindrical tubular members under monotonic axial compression. To train and test the fuzzy system, numerical data obtained from the finite element analyses is utilized. For this aim, a degenerate-continuum shell element which accounts for material and geometric(More)
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