Ponències/Comunicacions de congressos: Enviaments recents
Ara es mostren els items 13-24 de 146
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Numerical micro-modeling simulation of masonry in compression
(Universidade do Minho, 2014)
Text en actes de congrés
Accés restringit per política de l'editorialMicro-modeling techniques for the simulation of masonry are a valuable tool, when combined with nonlinear constitutive laws, for the investigation of the behavior of structural masonry. Through the simulation of the behavior ... -
Numerical simulation of steel fibre reinforced concrete pipes using constitutive equations based on the Barcelona test
(American Concrete Institute (ACI), 2014)
Text en actes de congrés
Accés restringit per política de l'editorialThe use of fibres as main reinforcement for concrete pipes is recognized as an attractive alternative to the steel bars especially for smaller diameters. Nevertheless, the use of fibre reinforcement has not been consolidated ... -
Design of FRC tunnel segments considering the ductility requirements of the MC-2010: application to the Barcelona Metro Line 9
(American Concrete Institute (ACI), 2014)
Text en actes de congrés
Accés restringit per política de l'editorialThere are many advantages when using FRC in the manufacturing of segmental linings of tunnels built by means of a Tunnel Boring Machine (TBM). The use of steel fibre reinforced concrete (SFRC) improves, on the one hand, ... -
Monolithic concrete off-shore floating sturcture for wind turbines
(European Wind Energy Association (EWEA), 2014)
Text en actes de congrés
Accés restringit per política de l'editorialA new concept of a SPAR floating platform is being developed in the KIC-Innoenergy project AFOSP (Alternative Floating Platform Designs for Offshore Wind Turbines using Low Cost Materials). Members of the consortium are ... -
Ferritic stainless steel composite slabs : Experimental study of longitudinal shear transfer
(2014)
Text en actes de congrés
Accés restringit per política de l'editorialThe objective of this work is to carry out the procedure described in Eurocode 4 to evaluate the longitudinal shear transfer capability of conventional steel sheeting open-rib profile with embossments, usually rolled in ... -
LIfe-cycle management of bridges based on robustness to deterioration
(2014)
Text en actes de congrés
Accés restringit per política de l'editorialIn this paper a framework for assessing the robustness of existing reinforced concrete structures under corrosion is presented. Robustness is defined as a structural property related to the tolerance to damage and is ... -
Actualización del riesgo sísmico de puentes existentes mediante monitorización estructural
(Ministerio de Obras Públicas de Chile, 2014)
Text en actes de congrés
Accés restringit per política de l'editorialThe present paper presents a theoretical study of the advanced assessment implementation methodology through the application of a Structural Health Monitoring system (SHM) to update the level of seismic risk of existing ... -
Assessment of structural damage in historical constructions using numerical models : the case of the church of the Poblet Monastery
(2014)
Text en actes de congrés
Accés obertThis paper presents the assessment of the structural damage and stability of the church of the Royal Monastery of Santa Maria de Poblet, one of the UNESCO World Heritage sites in Spain. The structure presents damage ... -
Structural assessment of the masonry vaults of a pavilion of Hospital de Sant Pau in Barcelona
(2014)
Text en actes de congrés
Accés restringit per política de l'editorialThe large complex of Hospital de la Santa Creu i de Sant Pau in Barcelona, built between 1901 and 1930 and designed (in their largest part) by architect Lluís Domènech i Montaner, constitute one of the major examples of ... -
Experimental calibration of in-situ sampling and testing of historical masonry
(2014)
Text en actes de congrés
Accés restringit per política de l'editorialThe mechanical characterization of existing masonry is a difficult task due to the heterogeneous and composite character of the material. In most cases, the historical structure cannot be damaged during the in-situ sampling ... -
Numerical modelling of masonry shear walls failure mechanisms
(2014)
Text en actes de congrés
Accés restringit per política de l'editorialThis paper presents an investigation on the ability of two alternative FE-based numerical methods to simulate the in-plane strength and collapse of brick masonry shear walls. The methods considered consist of a meso-model, ... -
Seismic assessment of historical masonry construction including uncertainty
(2014)
Text en actes de congrés
Accés obertThe evaluation of the seismic vulnerability in monumental buildings is a complex task. This is due to the inherent uncertainty of ancient structures regarding their structural characteristics and material properties that ...