Exploració per tema "Earthquake hazard analysis"

Ara es mostren els items 102-121 de 200

    • Índices de daño sísmico en edificios de hormigón armado 

      Aguiar Falconí, Roberto (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 1996)
      Llibre
      Accés obert

    • Laboratory tests in rigid pavement 

      Rasol, Mezgeen Abdulrahman Rasol; Pais, Jorge; Solla, Mercedes; Sossa Arancibia, Viviana Alejandra; Santos Assunçao, Sonia; Pérez Gracia, María de la Vega (2019)
      Text en actes de congrés
      Accés obert
      Deterioration of concrete structure is consequence of aging, applied loads and weathering. In this paper, several laboratory tests were presented, compared to computational models and a field test case study. The purpose ...

    • Las herramientas SIG en el análisis de vulnerabilidad y escenarios de riesgo sísmico 

      Lantada, Nieves; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro (UNEX, 2003)
      Text en actes de congrés
      Accés obert
      An integrated GIS-based analysis (using ArcView GIS) is performed in order to estimate risk scenarios for EMS-98 seismic intensities in Barcelona (Spain), according to a methodology developed within the Risk-UE Project of ...

    • Latin American contributions to the GEM’s Earthquake Consequences Database 

      Cardona Arboleda, Omar Dario; Ordaz Schroeder, Mario Gustavo; Salgado Gálvez, Mario Andrés; Carreño Tibaduiza, Martha Liliana; Barbat Barbat, Horia Alejandro (2016)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      One of the projects of the Global Earthquake Model (GEM) was to develop a global earthquake consequences database (GEMECD) which served both to be an open and public repository of damages and losses on different types of ...

    • Low lateral stiffness underground structures for improved seismic performance: application to the Kobe Daikai station 

      Bu, Xiangbo; Ledesma Villalba, Alberto; López Almansa, Francisco (Elsevier, 2023-09)
      Article
      Accés obert
      Underground cut-and-cover structures are commonly designed as rigid box sections; however, in practical applications, connections between walls and slabs are frequently rather hinged (because of ease of construction). The ...

    • Matrices de probabilidad de daño para la catedral de Mallorca, España 

      Martínez Ruiz, Guillermo; Roca Fabregat, Pedro; Caselles Magallón, Josep Oriol; Clapés Boixader, Jaime; Barbat Barbat, Horia Alejandro (2009-11-05)
      Text en actes de congrés
      Accés obert
      Se presenta la obtención de la vulnerabilidad sísmica para una catedral Gótica de grandes dimensiones mediante la aplicación del Método del Espectro de Capacidad, y la obtención de las probabilidades de daño asociadas.

    • Matriz de tipologias de edificios del proyecto POCRISC 

      Lantada, Nieves; Blázquez Boya, Antoni; González Drigo, José Ramón; Pujades Beneit, Lluís (2022)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Una matriz tipológica de edificios (BTM, Building Typology Matrix) agrupa, en un conjunto de clases de edificios predefinidos, los edificios con sistemas estructurales y características de comportamiento similares, siendo ...

    • Matriz Tipológica de Edificios (BTM) de la zona POCRISC 

      Blázquez Boya, Antoni; Lantada, Nieves; González Drigo, José Ramón; Pujades Beneit, Lluís; Meza, Kristel (2021-12-14)
      Report de recerca
      Accés restringit per política de l'editorial
      Esta guía y la matriz tipológica de edificios propuesta en la misma, se han desarrollado en el contexto del proyecto “POr una Cultura común del RIesgo SísmiCo” POCRISC, de referencia EFA158/16/POCRISC 2 . El proyecto ha ...

    • Measuring disaster risk management performance at urban level 

      Suárez, Dora; Cardona, Omar Darío; Carreño Tibaduiza, Martha Liliana; Barbat Barbat, Horia Alejandro (2010)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The Disaster Risk Management Index (DRMi) brings together a group of indicators that meas-ure risk management performance and effectiveness. These indicators reflect the organizational, development, capacity and institutional ...

    • Modelación estocástica de la acción sísmica 

      Hurtado Gómez, Jorge Eduardo (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 1999)
      Llibre
      Accés obert
      En este trabajo se desarrolla la estimación de un modelo estocástico de dicha variación temporal de las ondas sí­smicas para la ciudad de Manizales (Colombia) con base en los registros obtenidos allí en años recientes.

    • Modeling active fault systems and seismic events by using a fiber bundle model – example case: the Northridge aftershock sequence 

      Monterrubio Velasco, Marisol; Zúñiga, F. Ramón; Carrasco Jiménez, José Carlos; Márquez Ramírez, Víctor; Puente, Josep de la (Copernicus Publications, 2019)
      Article
      Accés obert
      Earthquake aftershocks display spatiotemporal correlations arising from their self-organized critical behavior. Dynamic deterministic modeling of aftershock series is challenging to carry out due to both the physical ...

    • Modelización de la peligrosidad sísmica: aplicación a Cataluña 

      Canas Torres, José Antonio; Egozcue Rubí, Juan José; Miquel Canet, Juan; Barbat Barbat, Horia Alejandro (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 1996)
      Llibre
      Accés obert
      Un método Bayesiano para la evaluación de la probabilidad de ocurrencia de sismos. Pseudo-aceleraciones del terreno en el subbloque ibero-costero pirenaico. Determinación de las acciones sísmicas de diseño.

    • Modelling of in-plane seismic behaviour of one-way steel or timber jack arch floors in existing buildings: application to the Eixample district of Barcelona 

      Dimovska, Sara; Saloustros, Savvas; Pelà, Luca; Roca Fabregat, Pedro (2022-07)
      Article
      Accés restringit per política de l'editorial
      The type of floor system has a decisive role in the seismic performance of unreinforced masonry buildings. The in-plane stiffness of the floors has to be adequately represented in the numerical modelling of existing ...

    • Modelos de evaluación del comportamiento sísmico no lineal de estructuras de hormigón armado 

      Yépez Moya, Fabricio (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 1996)
      Llibre
      Accés obert
      Tiene como objetivo el estudio del comportamiento sísmico de estructuras de hormigón armado, sujetas a acciones sísmicas severas. En esta monografía se incluirá el estudio, tanto de estructruras aporticadas con vigas como ...

    • Multi-regression analysis to enhance the predictability of the seismic response of buildings 

      Vargas Alzate, Yeudy Felipe; González Drigo, José Ramón; Ávila Haro, Jorge Arturo (2022-04)
      Article
      Accés obert
      Several methodologies for assessing seismic risk extract information from the statistical relationship between the intensity of ground motions and the structural response. The first group is represented by intensity measures ...

    • New insights into the relationship between seismic intensity measures and nonlinear structural response 

      Vargas Alzate, Yeudy Felipe; Hurtado Gómez, Jorge Eduardo; Pujades Beneit, Lluís (2022-03)
      Article
      Accés obert
      This paper focuses on the probabilistic analysis of Intensity Measures (IMs) and Engineering Demand Parameters (EDPs) in the context of earthquake-induced ground motions. Several statistical properties, which are desirable ...

    • Non linear response of masonry wall structures subjected to cyclic and dynamic loading 

      Sima Brum, José Fernando; Roca Fabregat, Pedro; Molins i Borrell, Climent (Trans Tech Publications, 2010-10)
      Article
      Accés restringit per política de l'editorial
      A method for non-linear dynamic analysis of wall masonry structures is presented. The method takes advantage of a Generalized Matrix Formulation (GMF) for the serviceability and ultimate analysis of structures composed ...

    • Non linear structural analysis: application for evaluating seismic safety 

      Vielma Pérez, Juan Carlos; Barbat Barbat, Horia Alejandro; Oller Martínez, Sergio Horacio; Alvarado, Lisandro (Nova Science Publishers, Inc.,, 2010-01-04)
      Capítol de llibre
      Accés restringit per política de l'editorial
      Performance-Based Design is currently accepted commonly as the most advanced design and evaluation approach. However, successful application of this procedure depends largely on the ability to accurately estimate the ...

    • Numerical modelling of traditional buildings composed of timber frames and masonry walls under seismic loading 

      Jiménez Ramírez, María Belén; Pelà, Luca (2022-02)
      Article
      Accés obert
      Existing heritage buildings are often composed of diverse materials and structural typologies, representing a challenge for structural analysis tasks. This work investigates the combined use of simple Lumped Plasticity ...

    • Numerical study on the relevance of columns hidden failure modes in the seismic capacity of non-ductile RC Frames 

      Alfarah, Bashar; López Almansa, Francisco; Oller Martínez, Sergio Horacio (2018-04-11)
      Article
      Accés obert
      In simplified seismic structural analyses, not all the deterioration modes are adequately considered. This work discusses the relation among the hidden failure modes of columns of non-ductile reinforced concrete building ...