Journal of structural engineering, Vol. 137 N° 4. Journal of structural engineering. American society of civil engineering - Avril 2011
| Titre : | Journal of structural engineering, Vol. 137 N° 4. Journal of structural engineering. American society of civil engineering - Avril 2011 |
| Type de document : | Bulletin |
| Paru le : | 23/06/2011 |
Dépouillements
Article : texte imprimé
Syed Danish Hasan, Auteur ;
Nazrul Islam, Auteur ;
Khalid Moin, Auteur
|
In this study, the response of a multihinged articulated offshore tower subjected to different seismic excitations in the presence of random waves was investigated. The study includes near-fault as well as far-fault earthquake ground motions. Th[...]
Article : texte imprimé
Curt B. Haselton, Auteur ;
Abbie B. Liel, Auteur ;
Gregory G. Deierlein, Auteur
|
This study applies nonlinear dynamic analyses to assess the risk of collapse of RC special moment-frame (SMF) buildings to quantify the seismic safety implied by modern building codes. Thirty archetypical RC SMF buildings, ranging in height from[...]
Article : texte imprimé
Abbie B. Liel, Auteur ;
Curt B. Haselton, Auteur ;
Gregory G. Deierlein, Auteur
|
This study is the second of two companion papers to examine the seismic collapse safety of reinforced concrete frame buildings, and examines nonductile moment frames that are representative of those built before the mid-1970s in California. The [...]
Article : texte imprimé
Bei Cheng, Auteur ;
Ray Kai-Leung Su, Auteur
|
The existing designs for deep reinforced-concrete (RC) coupling beams with low shear-span ratios and conventionally reinforced shear stirrups tend to fail in a brittle way with limited ductility and deformability under reversed cyclic loading. T[...]
Article : texte imprimé
Jaime de la Colina, Auteur ;
Bernardino Benítez, Auteur ;
Sonia E. Ruiz, Auteur
|
This paper presents the results of a Monte Carlo simulation study on accidental eccentricity of low-rise office buildings. The study incorporates results of a live-load survey in several office buildings in Mexico City. Probability density funct[...]
Article : texte imprimé
Anjan K. Bhowmick, Auteur ;
Driver, Robert G., Auteur ;
Gilbert Y. Grondin, Auteur
|
This paper presents a capacity design procedure that aims to achieve good seismic performance for steel-plate shear walls and improve the overall economy of the system. The proposed method uses indirect capacity design principles to identify the[...]
Article : texte imprimé
André D. Orcesi, Auteur ;
Dan M. Frangopol, Auteur
|
A model using lifetime functions is used to evaluate the probability of survival of bridge components. The possible outcomes associated with nondestructive inspections (NDIs) are incorporated in an event-tree model. Each time a bridge component [...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
