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1.	Original version of the author's contribution as presented on USB, paper 3538.: PDF Importance of Non-Simulated Failure Modes in Incremental Dynamic Analysis (Ida) of Non-Ductile RC Frames Lopez-Almansa, Francisco ; Oller, Sergio Nonlinear dynamic analysis of reinforced concrete structures requires a thorough understanding of behavior of structural elements for all levels of performance, especiall [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: Seismic safety assessment of structures - i (MS).: PDF Seismic safety of reinforced concrete framed buildings designed according to ec-2 and ec-8 Barbat A., H. ; Oller, S. One of the main objectives of the design of earthquake resistant structures is to ensure that these do not collapse when subjected to the action of strong motions. Modern [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 05-03-0086.: PDF An Objective Seismic Damage Index for the Evaluation of the Performace of RC Buildings Vielma, J.C. ; Oller, S. In modern earthquake-resistant design codes, structural elements have a non-linear behavior during an earthquake, similar to what is considered in the design process, whi [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, Paper ID: 14-0211.: PDF Numerical Simulation of the Inelastic Seismic Response of RC Structures with Energy Dissipators Mata, Pablo ; Boroschek, Ruben The nonlinear dynamic response of RC buildings with dissipators is studied using advanced computational techniques. A fully 3D geometric and constitutive nonlinear model [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 0365.: PDF The Quadrants Method: A procedure to evaluate the seismic performance of existing buildings Pérez, Juan Carlos Vielma ; Oller, Sergio Detailed record - Similar records

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