Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 15. Earthquake engineering structural dynamics - Décembre 2009
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 15. Earthquake engineering structural dynamics - Décembre 2009 |
| Type de document : | Bulletin |
| Paru le : | 29/12/2009 |
Dépouillements
Article : texte imprimé
Taherzadeh, Reza, Auteur ;
Clouteau, Didier, Auteur ;
Cottereau, Régis, Auteur
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Simple formulas are derived for the dynamic stiffness of pile group foundations subjected to horizontal and rocking dynamic loads. The formulations are based on the construction of a general model of impedance matrices as the condensation of mat[...]
Article : texte imprimé
Jayaram, Nirmal, Auteur ;
Jack W. Baker, Auteur
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Risk assessment of spatially distributed building portfolios or infrastructure systems requires quantification of the joint occurrence of ground-motion intensities at several sites, during the same earthquake. The ground-motion models that are u[...]
Article : texte imprimé
D'Ambrisi, Angelo, Auteur ;
Mezzi, Marco, Auteur
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Probabilistically controlled design values of the nonlinear seismic response of reinforced concrete frames are obtained using a method previously proposed by the authors. The method allows to calculate conservative design values characterized by[...]
Article : texte imprimé
Matta, Emiliano, Auteur ;
De Stefano, Alessandro, Auteur ;
Spencer Jr, Billie F., Auteur
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A new, passive, vibroprotective device of the rolling-pendulum tuned mass damper type is presented that, relying on a proper three-dimensional guiding surface, can simultaneously control the response of the supporting structure in two mutually o[...]
Article : texte imprimé
Dragovich, Jeff J., Auteur ;
Lepage, Andres, Auteur
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A method is presented for determining the goodness-of-fit between measured and calculated structural response signals. The method is termed as the frequency domain error (FDE) index, which is a value between 0 and 1 where zero indicates a perfec[...]
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