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The Institute of Theoretical and Applied Mechanics
12
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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 [...]
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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 [...]
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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 [...]
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4.
Original version of the author's contribution as presented on USB, paper 561.:
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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 [...]
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5.
Original version of the author's contribution as presented on USB, paper 1898.:
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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 [...]
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6.
Original version of the author's contribution as presented on CD, section: CD-RS 06 DYNAMICS OF COUPLED PROBLEMS .:
PDF
Modelling a Large-Scale Uniaxial Shaking Table Facility
Ceresa, P.
;
Calvi, G-M.
Aim of this research is the development and the calibration of a mathematical model for simulating the response of a large-scale uniaxial shaking table facility. The syst [...]
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7.
Original version of the author's contribution as presented on CD, section: MS 26 Seismic Safety Assessment of Structures.:
PDF
Definition of a Prioritisation Procedure for Structural Retrofitting of Italian School Buildings
Borzi, B.
;
Onida, M.
Most of the Italian school buildings were not designed according to seismic criteria and, therefore, they are vulnerable from a seismic point of view. A clear proof of th [...]
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8.
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 [...]
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9.
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
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10.
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
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The Institute of Theoretical and Applied Mechanics :
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Ceresa, Paola
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