Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°13. Earthquake engineering structural dynamics - Novembre 2007
| Titre : | Earthquake engineering structural dynamics : the journal of the international association for earthquake engineering, Vol. 36 N°13. Earthquake engineering structural dynamics - Novembre 2007 |
| Type de document : | Bulletin |
| Paru le : | 27/11/2007 |
Dépouillements
Article : texte imprimé
Nicolas Luco, Auteur ;
Paolo Bazzurro, Auteur
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Limitations of the existing earthquake ground motion database lead to scaling of records to obtain seismograms consistent with a ground motion target for structural design and evaluation. In the engineering seismology community, acceptable limit[...]
Article : texte imprimé
Tothong, Polsak, Auteur ;
Nicolas Luco, Auteur
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One of the objectives in performance-based earthquake engineering is to quantify the seismic reliability of a structure at a site. For that purpose, probabilistic seismic demand analysis (PSDA) is used as a tool to estimate the mean annual frequ[...]
Article : texte imprimé
Jack W. Baker, Auteur
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Methods for using scalar and vector ground motion intensity parameters to estimate the probabilistic relationship between ground motion intensity and structural response are described and compared. Options include using regression analysis on st[...]
Article : texte imprimé
Jack W. Baker, Auteur
|
Methods for using scalar and vector ground motion intensity parameters to estimate the probabilistic relationship between ground motion intensity and structural response are described and compared. Options include using regression analysis on st[...]
Article : texte imprimé
Cagdas Kafali, Auteur ;
Mircea Grigoriu, Auteur
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Seismic fragility of a structural, nonstructural and/or geotechnical system is the probability that a system response exceeds a critical value under seismic ground motions of specified intensities. Fragility curves are plots of system fragilitie[...]
Article : texte imprimé
Farzin Zareian, Auteur ;
Helmut Krawinkler, Auteur
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This paper illustrates a probabilistic-based methodology for quantifying the collapse potential of structural systems, which can provide us with more accurate estimates of losses induced by earthquakes. Applications of this methodology for asses[...]
Article : texte imprimé
M. A. Montiel, Auteur ;
S. E. Ruiz, Auteur
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The influence of parameter uncertainties on the seismic reliability of several structural reinforced concrete buildings is analysed. Drift hazard curves of buildings considering mean values of their material properties and of instantaneous live [...]
Article : texte imprimé
Ellingwood, Bruce R., Auteur ;
Ozan Cem Celik, Auteur ;
Kursat Kinali, Auteur
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Uncertainty in response of buildings and other civil infrastructure to earthquake ground motion is due to the inherent randomness in the ground motion itself - peak intensity, time-varying amplitude and strong-motion duration, and frequency cont[...]
Article : texte imprimé
K. R. Mackie, Auteur ;
B. Stojadinovic, Auteur
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Recent efforts in the earthquake engineering community have focused largely on developing a performance-based earthquake engineering assessment methodology. However, equally important is applying such a methodology to the design of structures. P[...]
Article : texte imprimé
Christine A. Goulet, Auteur ;
Curt B. Haselton, Auteur ;
Judith Mitrani-Reiser, Auteur
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A state-of-the-art seismic performance assessment is illustrated through application to a reinforced-concrete moment-frame building designed per current (2003) building code provisions. Performance is quantified in terms of economic losses and c[...]
Article : texte imprimé
Yasuhiro Mori, Auteur ;
Yutaka Maruyama, Auteur
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Predictors of seismic structural demands (such as inter-storey drift angles) that are less time consuming than nonlinear dynamic analysis (NDA) have proven useful for structural performance assessment and for design. Several techniques have been[...]
Article : texte imprimé
Matjaz Dolsek, Auteur ;
Peter Fajfar, Auteur
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A relatively simple approach for the probabilistic seismic performance assessment of plan-asymmetric structures has been proposed. It is based on the PEER probabilistic framework, in which the most demanding part, i.e. the incremental dynamic an[...]
Article : texte imprimé
The present study addresses the probabilistic seismic capacity evaluation of the existing non-ductile reinforced concrete structures that are vulnerable to shear, and thus axial, failures of their columns. The probability of structural collapse [...]
Article : texte imprimé
Jalayer, F., Auteur ;
P. Franchin, Auteur ;
P. E. Pinto, Auteur
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A scalar damage measure (DM) for probabilistic performance assessment of structures can be expressed as the critical demand-to-capacity ratio corresponding to the component or mechanism that leads the structure closest to failure at the onset of[...]
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