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1.	Original version of the author's contribution as presented on CD, section: [RS30] Concrete structural members .: PDF NONLINEAR ANALYSIS OF SHEAR CRITICAL RC MEMBERS USING CURRENT FE SOFTWARE Ceresa, Paola ; Víquez, Alonso González The shear behaviour of concrete has been widely studied in the field of structural engineering, yet it is still considered an unresolved issue. In one hand, the design co [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: [RS19] Seismic risk and reliability analysis .: PDF SIMULATED DESIGN PROCEDURE FOR AN IMPROVED SEISMIC VULNERABILITY ASSESSMENT OF EXISTING RC BRIDGES Ceresa, Paola ; Marziali, Lorenzo This research work proposes the development of a simplified method for simulated design of existing reinforced concrete (RC) motor-way bridges. Given the fragmentary avai [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: [RS34] Masonry Structures .: PDF MODELING FLEXURE-SHEAR FAILURES IN MASONRY-INFILLED RC FRAMES WITH INELASTIC FIBER-BASED FRAME ELEMENTS Kagermanov, Alexander ; Ceresa, Paola A numerical procedure for modeling beam and/or column shear failures in RC infilled frames is presented. The main novelty relies in the use of inelastic fiber-based frame [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on USB, paper 561.: PDF New Cyclic Tensile Model for Two-Dimensional Finite Element Analysis of RC Members Ceresa, Paola ; Kagermanov, Alexander This paper presents a new approach for modeling the tensile cyclic response of reinforced concrete (RC) subjected to biaxial stress conditions. The model is based on equi [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on USB, paper 1898.: PDF Ductility and Shear Demands in Reinforced Concrete Buildings With Asymmetric Walls Gómez, Alejandro Morales ; Hube, Matias A. This research aims to obtain envelopes of the ductility and shear demands in reinforced concrete (RC) wall buildings subjected to ground motions. These envelopes could be [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, Paper ID: 14-0165.: PDF Cyclic Nonlinear Behaviour of RC Framed Structures Accountig for Flexure-Shear Interaction Ceresa, Paola ; Pinho, Rui Fibre beam-column elements thus far proved to be very accurate in the simulation of flexure dominated behaviour of reinforced concrete (RC) frames. However, when the shea [...] Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 5414.: PDF Effects of the Seismic Input Variability on the Seismic Risk Assessment of RC Bridges Ceresa, Paola ; Borzi, Barbara Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, paper No. 5173.: PDF Accounting for Progressive Damage in Large Scale Seismic Risk Assessment of RC Buildings Miglietta, P. C. ; Iaccino, Rosamaria Detailed record - Similar records
9.	Original version of the author's contribution as presented on CD, paper No. 5102.: PDF Application of a Probabilistic Mechanics-based Methodology for the Seismic Risk Assessment of the Italian RC Bridges Ceresa, Paola ; Onida, Mauro Detailed record - Similar records
10.	Original version of the author's contribution as presented on CD, paper No. 4137.: PDF Vulnerability Study of Steel Storage Tanks in a Large Industrial Area of Sicily Borzi, Barbara ; Onida, Mauro Detailed record - Similar records

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