Journal of structural engineering, Vol. 138 N° 5. Journal of structural engineering - Mai 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 5. Journal of structural engineering - Mai 2012 |
| Type de document : | Bulletin |
| Paru le : | 20/09/2012 |
Dépouillements
Article : texte imprimé
A. M. Kanvinde, Auteur ;
D.A. Grilli, Auteur ;
F. Zareian, Auteur
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The rotational flexibility of column base connections is often ignored in structural simulation of moment frames in which the bases are assumed to be either fixed or pinned. Although structural response is sensitive to base flexibility, methods [...]
Article : texte imprimé
Matthew Fadden, Auteur ;
Jason McCormick, Auteur
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The efficient compression, torsion, and bending behavior of hollow structural sections (HSS) combined with their high strength-to-weight ratio provide an opportunity to further their use in seismic applications and improve on structural perform[...]
Article : texte imprimé
Yoshiaki Goto, Auteur ;
Kosuke Mizuno, Auteur ;
Ghosh Prosenjit Kumar, Auteur
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The strength, ductility, and energy dissipation capacity of thin-walled, stiffened rectangular concrete-filled steel columns (thin-walled stiffened RCFT columns) subjected to cyclic loads are significantly upgraded by filling with concrete the i[...]
Article : texte imprimé
Paolo Franchin, Auteur ;
Paolo E. Pinto, Auteur
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An approximate method is proposed for seismic design of reinforced concrete (RC) structures to meet multiple structural performance requirements expressed in terms of exceedance probabilities. The method is approximate in nature and rests on two[...]
Article : texte imprimé
Svetlana M. Kostic, Auteur ;
Filip C. Filippou, Auteur
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The paper presents studies of the effect of the number of material integration points at the monitored sections of fiber beam-column elements on the local response of typical structural cross sections under an extensive set of cyclic biaxial loa[...]
Article : texte imprimé
W. Leonardo Cortés-Puentes, Auteur ;
Dan Palermo, Auteur
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Advancements in the nonlinear finite-element method have resulted in reliable simulations of response for reinforced concrete (RC) structures, provided that an analysis program with comprehensive models for material and structural behavior is em[...]
Article : texte imprimé
Long Nguyen-Minh, Auteur ;
Marian Rovnak, Auteur ;
Toan Tran-Quoc, Auteur
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The paper deals with the punching shear behavior and the capacity of interior steel fiber-reinforced concrete (SFRC) slab-column connections. In the experimental study, the effect of the amount of fibers on the punching shear resistance and crac[...]
Article : texte imprimé
Martien Teich, Auteur ;
Norbert Gebbeken, Auteur
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This paper presents the structural behavior of idealized linear single-degree-of-freedom systems subjected to weak blast loads. The authors derive a new coupling model taking into account fluid-structure interaction (FSI) and aerodynamic damping[...]
Article : texte imprimé
Johnn P. Judd, Auteur ;
Fernando S. Fonseca, Auteur ;
Carson R. Walker, Auteur
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The tensile strength of varied-angle mortise and tenon connections in timber frames is discussed in this paper. Twelve full-size mortise and tenon connections (four 90°, four 67.5°, and four 45°) were tested under monotonic tensile loading. Init[...]
Article : texte imprimé
Ronny Purba, Auteur ;
Michel Bruneau, Auteur
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A case study was conducted to investigate the seismic behavior of steel plate shear walls having boundary elements designed by two different philosophies. The first design approach does not guarantee that formation of in-span plastic hinges on h[...]
Article : texte imprimé
Article : texte imprimé
Linda M. Vanevenhoven, Auteur ;
Carol K. Shield, Auteur
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Article : texte imprimé
Emil Simiu, Auteur ;
Franklin T. Lombardo, Auteur
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