Journal of structural engineering, Vol. 138 N° 10. Journal of structural engineering - Octobre 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 10. Journal of structural engineering - Octobre 2012 |
| Type de document : | Bulletin |
| Paru le : | 06/01/2013 |
Dépouillements
Article : texte imprimé
Masoud Sanayei, Auteur ;
Ningyu Zhao, Auteur ;
Pradeep Maurya, Auteur
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Buildings that are located near transportation corridors often experience floor vibrations induced by passing trains or traffic, which causes building owners some concern. In this paper, a mathematical, impedance-based (wave propagation) model i[...]
Article : texte imprimé
Vibration serviceability criteria are governing the design and determining the cost of modern, slender footbridges. Efficient and reliable evaluation of dynamic performance of these structures usually requires a detailed insight into the structu[...]
Article : texte imprimé
Sougata Roy, Auteur ;
Yeun Chul Park, Auteur
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Fatigue performance of stiffened pole-to-base plate socket connection in high-mast lighting structures was evaluated by experimental and analytical studies. In absence of sufficient experimental data, constant amplitude fatigue limit (CAFL) of l[...]
Article : texte imprimé
Konstantinos Daniel Tsavdaridis, Auteur ;
Cedric D’Mello, Auteur
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The Vierendeel mechanism is always critical in perforated steel beams with single large web openings, where global shear forces and Vierendeel moments coexist. Thus far, the main parameters that affect the structural behavior of such beams are t[...]
Article : texte imprimé
Francesco Genna, Auteur ;
Piero Gelfi, Auteur
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This work presents an experimental and numerical analysis of the lateral forces exerted by the inner core of a buckling-restrained brace (BRB) when, after buckling in compression, it arrives into contact with the external restraining case, from [...]
Article : texte imprimé
Francesco Genna, Auteur ;
Piero Gelfi, Auteur
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Part I of this work was concerned with the experimental and numerical analysis of the lateral force, or thrust, exerted by the inner core of a buckling-restrained brace (BRB) when, after buckling in compression, it arrives into contact with the [...]
Article : texte imprimé
Najif Ismail, Auteur ;
Jason M. Ingham, Auteur
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Equations for the design of a posttensioned seismic retrofit of unreinforced clay brick masonry walls are discussed, and results from an associated experimental program are reported. A total of eight full-scale multiwythe vintage solid clay bric[...]
Article : texte imprimé
Wassim M. Ghannoum, Auteur ;
Jack P. Moehle, Auteur
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A shear failure model for nonductile RC columns that sustain flexural yielding prior to shear failure is proposed. The model, which relates shear failure to column end rotation, was derived by performing a forward stepwise linear regression on a[...]
Article : texte imprimé
Shear lag effect in thin-walled box girders has been studied over several decades. However, the methods adopted in many papers have some deficiencies. In the present work, an improved displacement function for shear lag warping in a box girder w[...]
Article : texte imprimé
Erik Serrano, Auteur ;
Johan Vessby, Auteur ;
Anders Olsson, Auteur
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This study relates to the topic of anchorage of shear walls. At times, eccentric forces between the sheathing and the anchoring devices may be introduced in the sill plate. In severe cases, such forces may cause the sill plate to split and to fa[...]
Article : texte imprimé
Alireza Azarbakht, Auteur ;
Mehdi Mousavi, Auteur
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