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1.	Original version of the author's contribution as presented on CD, section: CD-MS 36 SEISMIC SAFETY ASSESSMENT OF STRUCTURES .: PDF Experimental and Numerical Study of RC Columns Under Biaxial Loading: As Built Silva, J-P. ; Monteiro, A. During last decades, have been made many studies about RC columns under uniaxial and biaxial horizontal cyclic loading , however, the knowledge about biaxial behavior is [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: MS 05 Analysis Methods for the Seismic Design and Assessment of Bridges.: PDF Numerical Simulation of Bridge Piers' Seismic Behavior: a Blind Prediction Methodology Pouca N., Vila ; Delgado, R. During mid-2010, the PEER (Pacific Earthquake Engineering Research Center) and NEES (George E. Brown, Jr. Network for Earthquake Engineering Simulation) institutions co-s [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: Seismic safety assessment of structures - i (MS).: PDF Rc hollow-pier modelling and shear influence on the cyclic numerical response Arede, A. ; Delgado, R. Non-linear reinforced concrete bridge piers’ cyclic behavior is known for being influenced by shear. That is particularly visible in the case of hollow piers where the [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, section: Analysis methods for bridges subjected to seismic actions - i (MS).: PDF A 3d numerical modeling of shear effects on the cyclic behavior of square hollow piers Delgado, P. ; Delgado, R. The strong motivation for this work relies on the peculiar structural behavior of RC hollow section piers, quite similar to structural wall, and therefore the higher diff [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, Paper ID: 14-0168.: PDF Comparative Study of Different Numerical Methodologies for the Ciclic Behavior of RC Members: Experimental Validation Vila-Pouca, Nelson S. ; Delgado, Raimundo M. This work mainly aims at a comparative study between several numerical methods for non-linear cyclic behavior simulation of reinforced concrete members, namely the contin [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 4010.: PDF Experimental Evaluation of the Cyclic Behavior of a Double-Column Bridge Pier with a Short Span Coupling Beam Monteiro, André ; Delgado, Raimundo Detailed record - Similar records

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2	Monteiro, André

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