Rita Bento
Rita Bento
Instituto Superior Técnico, Universidade de Lisboa
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Seismic evaluation of old masonry buildings. Part I: Method description and application to a case-study
R Cardoso, M Lopes, R Bento
Engineering structures 27 (14), 2024-2035, 2005
Experimental assessment of shear strength parameters on rubble stone masonry specimens
J Milosevic, AS Gago, M Lopes, R Bento
Construction and Building Materials 47, 1372-1380, 2013
Influence of ground motion duration on damage index-based fragility assessment of a plan-asymmetric non-ductile reinforced concrete building
A Belejo, AR Barbosa, R Bento
Engineering Structures 151, 682-703, 2017
A hysteretic model for “frontal” walls in Pombalino buildings
H Meireles, R Bento, S Cattari, S Lagomarsino
Bulletin of Earthquake Engineering 10, 1481-1502, 2012
BIM as a resource in heritage management: An application for the National Palace of Sintra, Portugal
M Godinho, R Machete, M Ponte, AP Falcao, AB Goncalves, R Bento
Journal of Cultural Heritage 43, 153-162, 2020
Seismic vulnerability of lifelines in the greater Lisbon area
J Azevedo, L Guerreiro, R Bento, M Lopes, J Proença
Bulletin of Earthquake Engineering 8, 157-180, 2010
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: A numerical comparative study
N Mendes, AA Costa, PB Lourenço, R Bento, K Beyer, G de Felice, ...
International Journal of Architectural Heritage 11 (1), 59-71, 2017
Fragility curves for old masonry building types in Lisbon
A Simões, J Milošević, H Meireles, R Bento, S Cattari, S Lagomarsino
Bulletin of Earthquake Engineering 13, 3083-3105, 2015
The extended adaptive capacity spectrum method for the seismic assessment of plan-asymmetric buildings
C Bhatt, R Bento
Earthquake spectra 30 (2), 683-703, 2014
Nonlinear static and dynamic analyses of reinforced concrete buildings-comparison of different modelling approaches
G Carvalho, R Bento, C Bhatt
Earthq. Struct 4 (5), 451-470, 2013
Seismic evaluation of old masonry buildings. Part II: Analysis of strengthening solutions for a case study
R Bento, M Lopes, R Cardoso
Engineering structures 27 (14), 2014-2023, 2005
Using nonlinear static procedures for seismic assessment of the 3D irregular SPEAR building
R Bento, C Bhatt, R Pinho
Earthq. Struct 1 (2), 177-195, 2010
Assessing the seismic response of existing RC buildings using the extended N2 method
C Bhatt, R Bento
Bulletin of Earthquake Engineering 9, 1183-1201, 2011
Improved modal pushover analysis in seismic assessment of asymmetric plan buildings under the influence of one and two horizontal components of ground motions
A Belejo, R Bento
Soil Dynamics and Earthquake Engineering 87, 1-15, 2016
Mechanical characterization of masonry walls with flat-jack tests
A Simões, R Bento, A Gago, M Lopes
Experimental Techniques 40, 1163-1178, 2016
Seismic performance-based assessment of “Gaioleiro” buildings
A Simões, R Bento, S Cattari, S Lagomarsino
Engineering structures 80, 486-500, 2014
Testing and modeling the diagonal tension strength of rubble stone masonry panels
J Milosevic, M Lopes, AS Gago, R Bento
Engineering structures 52, 581-591, 2013
Design criteria for buildings subjected to pounding
J Azevedo, R Bento
Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, 23-28, 1996
Extension of the CSM‐FEMA440 to plan‐asymmetric real building structures
C Bhatt, R Bento
Earthquake engineering & structural dynamics 40 (11), 1263-1282, 2011
On the seismic response of buildings in aggregate: Analysis of a typical masonry building from Azores
C Fagundes, R Bento, S Cattari
Structures 10, 184-196, 2017
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