A damage model for seismic retrofitting of structures


Autoria(s): Perera Velamazán, Ricardo; Carnicero, Alberto; Alarcón Álvarez, Enrique; Gómez Lera, Sagrario
Data(s)

1998

Resumo

Numerous damage models have been developed in order to analyse the seismic behavior. Among the different possibilities existing in the literature, it is very clear that models developed along the lines of Continuum Damage Mechanics are more consistent with the definition of damage like a phenomenon with mechanical consequences as they include explicitly the coupling between damage and mechanical behavior. On the other hand, for seismic processes, phenomena such as low cycle fatigue may have a pronounced effect on the overall behavior of the frames and, therefore, its consideration turns out to be very important. However, many of existing models evaluate the damage only as a function of the maximum amplitude of cyclic deformation without considering the number of cycles. In this paper, a generalization of the simplified model proposed by Flórez is made in order to include the low cycle fatigue. Such model employs in its formulation irreversible thermodynamics and internal state variable theory.

Formato

application/pdf

Identificador

http://oa.upm.es/20300/

Idioma(s)

eng

Publicador

E.T.S.I. Industriales (UPM)

Relação

http://oa.upm.es/20300/1/A_damage_model_for_seismic_retrofitting_of_structures.pdf

http://www.ctresources.info/ccp/paper.html?id=2214

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/openAccess

Fonte

Advances in Civil and Structural Engineering Computing for Practice | 1st. International Conference on Engineering Computational Technology | 18/08/1998-21/08/1998 | Edinburgh

Palavras-Chave #Ingeniería Civil y de la Construcción
Tipo

info:eu-repo/semantics/conferenceObject

Ponencia en Congreso o Jornada

PeerReviewed