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dc.contributorRoca, Pere
dc.contributor.authorOliaee, Milad
dc.date.accessioned2015-06-09T14:15:37Z
dc.date.available2015-06-09T14:15:37Z
dc.date.issued2013-06-18
dc.identifier.urihttp://hdl.handle.net/2099.1/26163
dc.description.abstractThe M unreinf dynam The m princip Romag others compre whilst subject modeli Such compu will be method Figure ion of a detailed s Mundus Progra CED MASTERS TRACT editerranean forced maso mic actions, es aterial, often les, has sho gna earthqua in close pro ehension on sustaining sig t to combined ng. knowledge c tation time an explored for d among othe e 1: San Pau micro modelling amme IN STRUCTURA basin is part nry buildings specially seis viewed as a own varying p ake, many so oximity that h the ultimate gnificant bea d vertical and could greatly nd cost decre r modeling th er theories ga ulo Church in technique to the AL ANALYSIS O ticularly at hig s. Unreinfor smic action, archaic and u performance oundly built m had collapsed strength of aring load. T d horizontal l y impact the ease with the e material be auge the succ n Mirobello, E e study of the in-p OF MONUMENTS gh public hea rced masonry and should t unpredictable in response masonry buil d. It has be typical maso To this aim, t oading, will b perceived l advent of new ehavior. In t cess of the sta Emilia-Roma plane capacity of S AND HISTORIC alth risk due t y structures to be reevalu for engineer to past eart ldings perform ecome the wi onry walls un he simulation be performed limitations of w technology his work, the ated method. agna after the f masonry walls CAL CONSTRU to the large n are particula uated and ho rs to apply to thquakes. In med well, in ider aim of t nder bi-axial n of in-plane d by methods f the structu y, it is natural e comparison e May 2012 e CTIONS number of ex arly vulnerab opefully prese o modern scie n the 2012 E stark contra his study to longitudinal capacity of w s of detailed ral material. that new met s to the simp earthquake. vii xisting ble to erved. entific Emilia ast to grow loads walls, micro As thods plified
dc.language.isoeng
dc.publisherUniversitat Politècnica de Catalunya
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshBuildings -- Earthquake effects
dc.titleApplication of a detailed micro modelling technique to the study of the in-plane capacity of masonry walls
dc.typeMaster thesis
dc.subject.lemacEdificis -- Efectes dels terratrèmols
dc.rights.accessOpen Access
dc.audience.educationlevelMàster
dc.audience.mediatorEscola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona


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Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain