Journal of structural engineering, Vol. 136 N° 12. Journal of structural engineering - Décembre 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 12. Journal of structural engineering - Décembre 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
Shedid, Marwan T., Auteur ;
El-Dakhakhni, Wael W., Auteur ;
Drysdale, Robert G., Auteur
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This paper contains detailed analyses of an experimental study conducted to evaluate the ductility, stiffness degradation and energy dissipation characteristics of rectangular, flanged, and end-confined reinforced masonry (RM) shear walls failin[...]
Article : texte imprimé
Fabio Nardone, Auteur ;
Gerardo Mario Verderame, Auteur ;
Andrea Prota, Auteur
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Since the early 20th century combined RC-masonry buildings have become more common in European, Mediterranean, and Southern America countries. Despite the diffusion of this combined building typology, the international guidelines have not follow[...]
Article : texte imprimé
Jayadipta Ghosh, Auteur ;
Jamie E. Padgett, Auteur
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This paper presents the formulation of a time-dependent seismic fragility format for bridges, as well as new insights into the potential effects of aging and deterioration on seismic vulnerability traditionally neglected in fragility modeling, i[...]
Article : texte imprimé
Michael Pollino, Auteur ;
Michel Bruneau, Auteur
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The behavior and design of four-legged controlled rocking bridge steel truss piers to three components of seismic excitation are presented in this paper. The controlled rocking approach for seismic protection allows a pier to uplift from its bas[...]
Article : texte imprimé
Michael Pollino, Auteur ;
Michel Bruneau, Auteur
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Shake table testing of a 1/5 scale model of a slender bridge steel truss pier that uses a controlled rocking approach as a means of seismic protection was conducted. The controlled rocking approach allows the pier to uplift from its base while p[...]
Article : texte imprimé
Jennifer McConnell, Auteur ;
Karl Barth, Auteur
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While it is well known that slender girders have less ductility than their compact counterparts, this reduction has not been explicitly quantified. This results in limitations on the use of slender girders, and consequently, potential reductions[...]
Article : texte imprimé
Charles W. Roeder, Auteur ;
Dawn E. Lehman, Auteur ;
Erik Bishop, Auteur
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Concrete-filled tubes (CFTs) are composite structural members that consist of a steel tube and concrete infill. CFTs optimize the contributions of both components by improving their geometric efficiency and fully using their inherent strengths. [...]
Article : texte imprimé
Shahid Iqbal, Auteur ;
Ronald S. Harichandran, Auteur
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A general reliability-based methodology is proposed for developing capacity reduction and fire load factors for design of steel members exposed to fire. The effect of active fire protection systems (e.g., sprinklers, smoke and heat detectors, fi[...]
Article : texte imprimé
A fatigue reliability model which integrates the probability distribution of hot spot stress range with a continuous probabilistic formulation of Miner’s damage cumulative rule is developed for fatigue life and reliability evaluation of steel br[...]
Article : texte imprimé
Derek A. Skolnik, Auteur ;
John W. Wallace, Auteur
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Interstory drift, the relative translational displacement between two consecutive floors, is an important engineering demand parameter and indicator of structural performance. The structural engineering community would benefit well from accurate[...]
Article : texte imprimé
Wendel Sebastian, Auteur ;
Ross Bishop, Auteur ;
Richard Evans, Auteur
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Building floors comprising timber joists connected to limecrete (lime concrete) slabs via timber headed studs have low carbon footprints. Such floors are not yet used owing to lack of underpinning research. This paper presents results from large[...]
Article : texte imprimé
Gang-Won Jang, Auteur ;
Yoon Young Kim, Auteur
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A fully coupled 10-degree-of-freedom (DOF) beam theory is developed for the analysis of thin-walled closed piecewise straight beams of general quadrilateral cross sections. The developed beam theory can predict the structural response of arbitra[...]
Article : texte imprimé
Arunasis Chakraborty, Auteur ;
Biswajit Basu, Auteur
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An investigation into the frequency nonstationarity in the response of primary-secondary (P-S) systems and the impact it could have in the analysis of such structures has been presented in this note. For this purpose, a torsionally coupled P-S s[...]
Article : texte imprimé
In this brief note, we present the results of a full finite deformation analysis of a system similar to the Oakland-San Francisco Bay Bridge saddle repair system. The dimensions used are for illustration purposes but are intended to be in the ra[...]
Article : texte imprimé
Mark Aschheim, Auteur ;
Luisa María Gil-Martín, Auteur ;
Enrique Hernandez-Montes, Auteur
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Many bamboo species are well regarded for their strength and rapid renewability, although the nonuniformity of bamboo poles has impeded use in developed countries. Described herein are the results of a pilot effort to develop engineered bamboo I[...]
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