Importance of non-simulated failure modes in incremental dynamic analysis (IDA) of non-ductile RC frames

Home | About RECERCAT | Contact

Català | Castellano

All of RECERCAT

By Communities &
Collections By Defense Date By Authors By Titles By Subject

This Collection

By Defense Date By Authors By Titles By Subject

Statistics

View Statistics All RECERCAT

My RECERCAT

Other repositories directory

RECERCAT Home > Universitat Politècnica de Catalunya > Documents de recerca > View document

To access the full text documents, please follow this link: http://hdl.handle.net/2117/106353

dc.contributor	Universitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor	Universitat Politècnica de Catalunya. GMNE - Grup de Mètodes Numèrics en Enginyeria
dc.contributor	Universitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.contributor.author	López Almansa, Francisco
dc.contributor.author	Alfarah, Bashar
dc.contributor.author	Oller Martínez, Sergio Horacio
dc.date	2017
dc.identifier.citation	Lopez Almansa, F., Alfarah, B., Oller, S. Importance of non-simulated failure modes in incremental dynamic analysis (IDA) of non-ductile RC frames. A: World Conference on Earthquake Engineering. "16th World Conference on Earthquake Engineering 16WCEE 2017". Santiago de Chile: International Association for Earthquake Engineering, 2017, p. 1-12.
dc.identifier.uri	http://hdl.handle.net/2117/106353
dc.language.iso	eng
dc.publisher	International Association for Earthquake Engineering
dc.rights	Attribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights	info:eu-repo/semantics/openAccess
dc.rights	http://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject	Àrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Elements estructurals d'edificis
dc.subject	Earthquake resistant design
dc.subject	Concrete construction
dc.subject	Structural resurrection
dc.subject	Non-ductile RC frames
dc.subject	Collapse mechanism
dc.subject	Axial failure
dc.subject	Shear failure
dc.subject	Construccions antisísmiques -- Disseny
dc.subject	Construcció en formigó
dc.title	Importance of non-simulated failure modes in incremental dynamic analysis (IDA) of non-ductile RC frames
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	Nonlinear dynamic analysis of reinforced concrete structures requires a thorough understanding of behavior of structural elements for all levels of performance, especially collapse. Main reason is that reinforced concrete is a mixed material having complicated nonlinear behavior, each element having several coupled degradation modes that influence the entire structure and can change its collapse mechanism. Therefore, using oversimplified models can lead to misleading results. This paper presents a numerical study on the relation among the non-simulated failure modes of the structural elements of non-ductile RC frames and their collapse mechanism; this study reports on the so-called

Show simple item record

All of RECERCAT

This Collection

Statistics

My RECERCAT

Related documents

Other documents of the same author