Exploració per autor "Pujades Beneit, Lluís"
Ara es mostren els items 21-40 de 143
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Assessment of post-earthquake damaged building with interferometric real aperture radar
González Drigo, José Ramón; Cabrera Velez, Esteban; Luzi, Guido; Pujades Beneit, Lluís; Vargas Alzate, Yeudy Felipe; Ávila Haro, Jorge Arturo (Multidisciplinary Digital Publishing Institute (MDPI), 2019-12-01)
Article
Accés obertIn this study the main results of a detailed analysis of an actual building, which was severely damaged during the Mw 5.1, May 11th 2011, Lorca earthquake (Murcia, Spain) are presented. The dynamic behavior of the building ... -
Automatización de los resultados del estudio de riesgo sísmico en la ciudad de Barcelona
Mena Hernández, Ulises; Pujades Beneit, Lluís; Canas Torres, José Antonio (AIBIS, 2001)
Text en actes de congrés
Accés obertEn este trabajo se presenta un resumen de la aplicación informática desarrollada para analizar el riesgo sísmico de los edificios de la ciudad de Barcelona, usando el método del índice de vulnerabilidad. Se usa el GIS ... -
Capacidad límite última de disipación de energía de estructuras de hormigón armado sometidas a acciones sísmicas
Benavent Climent, Amadeo; López Almansa, Francisco; Pujades Beneit, Lluís (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2001)
Llibre
Accés obertEsta monografía se ocupa de la evaluación de la capacidad límite última de disipación de energía de las estructuras sometidas a terremotos. En ella se expone, a través de su aplicación a varias estructuras tipo, unas de ... -
Capacidad límite última de disipación de energía de estructuras porticadas de hormigón armado proyectadas en España
Benavent Climent, Amadeo; López Almansa, Francisco; Pujades Beneit, Lluís; Bozzo Rotondo, Luis Miguel (AIBIS, 2001)
Comunicació de congrés
Accés obertEn este artículo se investiga la capacidad sismorresistente límite última de pórticos de hormigón armado mediante cálculos dinámicos directos de respuesta en régimen no lineal. Los modelos representan estructuras proyectadas ... -
Capacity curve based damage index for steel buildings: a probabilistic approach
Díaz-Alvarado, S.A.; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Hidalgo-Leiva, D.A.; Vargas Alzate, Yeudy Felipe (2016)
Text en actes de congrés
Accés restringit per política de l'editorialThe capacity and expected seismic damage of several types of steel buildings are assessed by using a probabilistic approach. Nonlinear static and dynamic analyses are performed by means of Monte Carlo Simulations. Concerning ... -
Capacity, damage and fragility models for steel buildings: a probabilistic approach
Díaz-Alvarado, S.A.; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Hidalgo Leiva, D.A.; Vargas Alzate, Yeudy Felipe (2018-03)
Article
Accés obertRecently proposed capacity-based damage indices and parametric models for capacity curves are applied to frame steel buildings located in soft soils of the Mexico City. To do that, the seismic performance of 2D models of ... -
Capacity, fragility and damage in reinforced concrete buildings: a probabilistic approach
Vargas Alzate, Yeudy Felipe; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Hurtado Gómez, Jorge Eduardo (2013-12)
Article
Accés obertThe main goals of this article are to analyze the use of simplified deterministic nonlinear static procedures for assessing the seismic response of buildings and to evaluate the influence that the uncertainties in the ... -
Case study of a heavily damaged building during the 2016 MW 7.8 Ecuador earthquake: directionality effects in seismic actions and damage assessment
Pinzón Ureña, Luis; Pujades Beneit, Lluís; Medranda, Irving; Alva Bañuelos, Rodrigo Esteban (2021-02)
Article
Accés obertIn this work, the directionality effects during the MW 7.8 earthquake, which occurred in Muisne (Ecuador) on 16 April 2016, were analyzed under two perspectives. The first one deals with the influence of these effects on ... -
Comparación probabilista entre el análisis estático y dinámico incremental de edificios de hormigón armado
Vargas Alzate, Yeudy Felipe; Barbat Barbat, Horia Alejandro; Pujades Beneit, Lluís; Hurtado Gomez, Jorge Eduardo (2011)
Text en actes de congrés
Accés restringit per política de l'editorialEn la evaluación del riesgo sísmico de edificios, se han propuesto varias metodologías derivadas de la curva de capacidad obtenida por medio del análisis estático no lineal de carga incremental o análisis pushover. Por ... -
Comparative analysis of a new assessment of the seismic risk of residential buildings of two districts of Barcelona
Aguilar Meléndez, Armando; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Monterrubio Velasco, Marisol; Puente Álvarez, Josep de la; Lantada, Nieves (2022)
Article
Accés obertThere are personal and institutional decisions that can increase the seismic resilience of the buildings in a city. However, some of these decisions are possible if we have basic knowledge of buildings’ seismic risk. The ... -
Contribución a los estudios de riesgo sísmico a escala municipal en Cataluña
Gasulla, N.; Font, M.; Goula, Xavier; Valcárcel Torres, Jairo Andrés; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Susagna, Teresa; Irizarry, Janira; Lantada, Nieves; Hermosilla, S. (2011)
Text en actes de congrés
Accés restringit per política de l'editorialEn los últimos años han visto la luz metodologías de tipo avanzado para la evaluación del riesgo, como el programa Hazus-MH (FEMA/NIBS, 2003) y el proyecto Risk-UE (Mouroux y Lebrun, 2006) los cuales consideran espectros ... -
Correlation between seismic intensity measures and engineering demand parameters of reinforced concrete frame buildings through nonlinear time history analysis
Pinzón, Luis A.; Hidalgo-Leiva, Diego; Alva Bañuelos, Rodrigo Esteban; Mánica Malcom, Miguel Ángel; Pujades Beneit, Lluís (Elsevier, 2023-11)
Article
Accés obertIn this paper, the correlation between different seismic intensity measures (IM) and engineering demand parameters (EDP) of reinforced concrete (RC) buildings was evaluated by means of nonlinear dynamic analyses (NLDA). ... -
Damage Index for structures with elements of high flexural stiffness and/or brittle behavior
Hidalgo Leiva, Diego Antonio; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Díaz, Sergio Alberto; Vargas Alzate, Yeudy Felipe; Pinzón Ureña, Luis (2018)
Text en actes de congrés
Accés restringit per política de l'editorialStructures with high lateral stiffness and/or with brittle to semi-brittle elements in their lateral resistant system may exhibit a rapid decrease of their shear capacity and a sudden loss of stiffness when lateral cyclic ... -
Detección de galerías de agua en Barcelona
Caselles Magallón, Josep Oriol; Clapés Boixader, Jaime; Osorio Gómez, Raúl; Pujades Beneit, Lluís; Canas Torres, José Antonio; Pérez Gracia, María de la Vega (2004-07)
Article
Accés restringit per política de l'editorialSeveral zones of the northern part of Barcelona City have old water mining galleries located in the upper part of the granite formation. These galleries are now out of use and their localization are unkown. This fact ... -
Directionality models from ground motions of Italy
Pinzón, Luis A.; Pujades Beneit, Lluís; Hidalgo Leiva, D.A.; Díaz, Sergio Alberto (2018-09)
Article
Accés restringit per política de l'editorialDirectionality effects on the expected strong ground motion in Italy are investigated. After a brief description of the directionality effect and the intensity measures involved, a wide Italian database of strong ground ... -
Distribución de Q de coda y análisis de la atenuación sísmica intrínseca y dispersiva en la Península Ibérica
González Drigo, José Ramón; Pérez Gracia, María de la Vega; Pujades Beneit, Lluís; Caselles Magallón, Josep Oriol; Canas Torres, José Antonio (Universitat Politècnica de Catalunya, 2003)
Article
Accés obertEste estudio recoge los principales resultados del trabajo sobre modelización de la anelasticidad en la Península Ibérica a partir de ondas de Coda correspondientes a una selección de 935 registros sísmicos digitales ... -
Do directionality effects influence expected damage? A case study of the 2017 central Mexico earthquake
Pinzón, Luis A.; Pujades Beneit, Lluís; Díaz, Sergio Alberto; Alva Bañuelos, Rodrigo Esteban (2018-10)
Article
Accés obertWe analyze the case of a building that collapsed in a multifamily complex of Tlalpan borough in Mexico City during the 19 September 2017 Central Mexico earthquake. Despite having similar materials and similar structural ... -
Dynamic monitoring of a mid-rise building by real-aperture radar interferometer: advantages and limitations
Alva Bañuelos, Rodrigo Esteban; Pujades Beneit, Lluís; González Drigo, José Ramón; Luzi, Guido; Caselles Magallón, Josep Oriol; Pinzón Ureña, Luis (Multidisciplinary Digital Publishing Institute (MDPI), 2020-03)
Article
Accés obertIn this paper, remote and in situ techniques to estimate the dynamic response of a building to ambient vibration are reported: data acquired through a real-aperture radar (RAR) interferometer and conventional accelerometers ... -
Dynamic soil-structure interaction analyses considering directionality effects
Pinzón Ureña, Luis; Mánica Malcom, Miguel Ánge; Pujades Beneit, Lluís; Alva Bañuelos, Rodrigo Esteban (Elsevier, 2020-03)
Article
Accés obertThe paper investigates directionality effects of ground motions in the context of dynamic soil-structure interaction (DSSI) analyses. The problem addressed corresponds to a nonlinear soil deposit, overlaying firm ground, ... -
Earthquake risk scenarios in urban areas: a review with applications to the Ciutat Vella district in Barcelona, Spain
Lantada, Nieves; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro (Taylor & Francis, 2018-09)
Article
Accés obertThe vulnerability index and capacity spectrum-based methods used to assess the expected physical damage in dwellings are revisited, and their main advantages and shortcomings are analyzed and discussed. Then, a vulnerability ...