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Computational benchmarks in simulation of cyclic performance of steel connections using three dimensional nonlinear finite element method
(I-manager PublicationsCenter for Structural Engineering Research Simulation Laboratory, University of Texas at Arlington, 2012)The presented manuscript is intended to introduce accurate computational benchmarks to predict the hysteresis behavior of beam-column steel connections by means of a 3D non-linear finite element analysis. In this study, ... -
Investigations of shear behavior in reinforced concrete boxes
(American Concrete Pipe AssociationDepartment of Civil and Environmental Engineeing, University of Texas at Arlington, 2008)Box culverts have been used increasingly since 1965 to meet drainage requirements where the site conditions and loads acting upon them have been appropriate. It is believed that 80% of single barrel culvert installations ... -
A weighted residual parabolic acceleration time integration method for problems in structural dynamics
(Walter de Gruyter GmbHDepartment of Civil and Environmental Engineering, University of Texas at Arlington, 2007)In the proposed method, the variation of displacement in each time step is assumed to be a fourth order polynomial in time and its five unknown coefficients are calculated based on: two initial conditions from the previous ...