Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°9. Earthquake engineering structural dynamics - Août 2007
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°9. Earthquake engineering structural dynamics - Août 2007 |
| Type de document : | Bulletin |
| Paru le : | 14/08/2007 |
Dépouillements
Article : texte imprimé
Article : texte imprimé
Bin Wu, Auteur ;
Wang, Qianying, Auteur ;
Shing, Benson P., Auteur
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This paper presents a new method, called the equivalent force control method, for solving the nonlinear equations of motion in a real-time substructure test using an implicit time integration algorithm. The method replaces the numerical iteratio[...]
Article : texte imprimé
Iervolino, Iunio, Auteur ;
Giorgio, Massimiliano, Auteur ;
Manfredi, Gaetano, Auteur
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Tremblement de terre les systèmes d'alerte précoce (EEWS) semblent avoir le potentiel pour que des outils en temps réel de gestion des risques sismiques et d'atténuation. En fait, bien que l'évacuation des bâtiments exige délai d'avertissement p[...]
Article : texte imprimé
Maria Gabriella Mulas, Auteur ;
Dario Coronelli, Auteur ;
Luca Martinelli, Auteur
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This work focuses on the modelling issues related to the adoption of the pushover analysis for the seismic assessment of existing reinforced concrete (RC) structures. To this purpose a prototype reference structure, one of the RC shear walls des[...]
Article : texte imprimé
Maria Gabriella Mulas, Auteur ;
Dario Coronelli, Auteur ;
Luca Martinelli, Auteur
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In a companion paper two different modelling approaches have been described, operating at the meso-scale of the fibre elements and at the micro-scale of the finite element (FE) method. The aim of this paper is to explore the efficiency of these [...]
Article : texte imprimé
A. J. Kosmopoulos, Auteur ;
M. N. Fardis, Auteur
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Four real buildings with three to six stories, strong irregularities in plan and little engineered earthquake resistance are subjected to inelastic response-history analyses under 56 bidirectional EC8-spectra-compatible motions. The average chor[...]
Article : texte imprimé
Jorge Ruiz-García, Auteur ;
Miranda, Eduardo, Auteur
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A probabilistic approach to estimate maximum inelastic displacement demands of single-degree-of-freedom (SDOF) systems is presented. By making use of the probability of exceedance of maximum inelastic displacement demands for given maximum elast[...]
Article : texte imprimé
J. N. Yang, Auteur ;
J. Bobrow, Auteur ;
F. Jabbari, Auteur
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Because of many advantages over other control systems, semi-active control devices have received considerable attention for applications to civil infrastructures. A variety of different semi-active control devices have been studied for applicati[...]
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