Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 7. Earthquake engineering structural dynamics - Juin 2009
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 7. Earthquake engineering structural dynamics - Juin 2009 |
| Type de document : | Bulletin |
| Paru le : | 13/07/2009 |
Dépouillements
Article : texte imprimé
A. Contento, Auteur ;
A. Di Egidio, Auteur
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In this paper the influence of base isolation on the behaviour of a work of art has been analysed. To make things more realistic, the work of art has been modelled with a non-symmetrical rigid body, sitting on a base that is connected to a visco[...]
Article : texte imprimé
Dimitrakopoulos, Elias, Auteur ;
Nicos Makris, Auteur ;
Kappos, Andreas J., Auteur
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In this paper the dynamic response of two and three pounding oscillators subjected to pulse-type excitations is revisited with dimensional analysis. Using Buckingham's -theorem the number of variables that govern the response of the system is re[...]
Article : texte imprimé
R. Kumar, Auteur ;
P. Gardoni, Auteur ;
M. Sanchez-Silva, Auteur
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Bridge design should take into account not only safety and functionality, but also the cost effectiveness of investments throughout a bridge life-cycle. This paper presents a probabilistic approach to compute the life-cycle cost (LCC) of corrodi[...]
Article : texte imprimé
Poljanek, Karmen, Auteur ;
Iztok Perus, Auteur ;
Peter Fajfar, Auteur
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Predictions of energy dissipation capacity and of the deterioration of deformation capacity due to cumulative damage have been made by means of a non-parametric empirical approach, called the conditional average estimator method, using empirical[...]
Article : texte imprimé
Yo Hibino, Auteur ;
Toshikatsu Ichinose, Auteur ;
J. L. Domingues Costa, Auteur
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A procedure is presented to predict the storey where plastic drift dominates in two-storey buildings under strong ground motion. The procedure utilizes the yield strength and the mass of each storey as well as the peak ground acceleration. The p[...]
Article : texte imprimé
Response spectrum methods in earthquake-resistant design sometimes require information on the spectral velocity (SV) for a given single-degree-of-freedom oscillator and specified seismic hazard. SV has been conventionally approximated as pseudo [...]
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