Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 14. Earthquake engineering structural dynamics - Novembre 2009
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 38 N° 14. Earthquake engineering structural dynamics - Novembre 2009 |
| Type de document : | Bulletin |
| Paru le : | 01/12/2009 |
Dépouillements
Article : texte imprimé
Nagaprasad, Pasala, Auteur ;
Sahoo, Dipti Ranjan, Auteur ;
Rai, Durgesh C., Auteur
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Steel caging technique is commonly used for the seismic strengthening of reinforced concrete (RC) columns of rectangular cross-section. The steel cage consists of angle sections placed at corners and held together by battens at intervals along t[...]
Article : texte imprimé
Longo, Alessandra, Auteur ;
Montuori, Rosario, Auteur ;
Piluso, Vincenzo, Auteur
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According to the most modern trend, performance-based seismic design is aimed at the evaluation of the seismic structural reliability defined as the mean annual frequency (MAF) of exceeding a threshold level of damage, i.e. a limit state. The me[...]
Article : texte imprimé
Málaga-Chuquitaype, C., Auteur ;
Elghazouli, A. Y., Auteur ;
Bento, R., Auteur
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This paper demonstrates the applicability of response history analysis based on rigid-plastic models for the seismic assessment and design of steel buildings. The rigid-plastic force-deformation relationship as applied in steel moment-resisting [...]
Article : texte imprimé
Pei, S., Auteur ;
Van de Lindt, J. W., Auteur
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A summary of the development of a new coupled shear-bending model for analysis of stacked wood shear walls and multi-story wood-frame buildings is presented in this paper. The model focuses on dynamic response of light-frame wood structures unde[...]
Article : texte imprimé
Bin Wu, Auteur ;
Deng; Lixia, Auteur
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This paper studies the stability of the central difference method (CDM) for real-time substructure test considering specimen mass. Because the standard CDM is implicit in terms of acceleration, to avoid iteration, an explicit acceleration formul[...]
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