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1.	Original version of the author's contribution as presented on USB, paper 3850.: PDF Capability Analysis of Nonlinear 3D Coarse Mesh Fe Models in Reproducing the Shear Cyclic Response of RC Members. Liévana, Karen Pérez ; Murià-Vila, David Present paper analyzes the capabilities of coarse mesh models in reproducing the nonlinear cyclic shear response of reinforced concrete members. Different finite elements [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 3786.: PDF Influence of Soil-Structure Interaction and Subsoil Consolidation in the Seismic Response of a Building Murià-Vila, David ; Aldama, Baruo Nowadays, there are a few dozen of seismically-instrumented buildings in Mexico, from which one of the best instrumented was selected for this paper (PC building). The bu [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 14-0283.: PDF Implementation of a Method for Computing the Dynamic Stiffnesses of Floating Pile Groups Murià-Vila, David ; Camargo-Pérez, José A simple method to assess the stiffness of a pile foundation, considering group effects, is presented. The procedure is based on the simple method of Dobry and Gazetas. T [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 3916.: PDF Nonlinear Response Assessment of an Instrumented Building in Acapulco Morales-Avilés, Wilhelm ; Loera-Pizarro, Santiago Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 2256.: PDF In-Situ Test of a Precast Pier of an Elevated Viaduct in Mexico City Murià-Vila, David ; Fernández-Sola, L. R. Detailed record - Similar records

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