Journal of structural engineering, Vol. 137 N° 7. Journal of structural engineering - Juillet 2011
| Titre : | Journal of structural engineering, Vol. 137 N° 7. Journal of structural engineering - Juillet 2011 |
| Type de document : | Bulletin |
| Paru le : | 08/09/2011 |
Dépouillements
Article : texte imprimé
Ji-Hua Zhu, Auteur ;
Ben Young, Auteur
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A test program was performed on cold-formed-steel oval hollow sections under axial compression. The test specimens were cold-rolled into oval hollow sections with flat web plates and semicircular flanges. The test program included a total of 28 [...]
Article : texte imprimé
S. Feih, Auteur ;
E. Kandare, Auteur ;
B. Y. Lattimer, Auteur
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This paper presents a finite-element (FE) modeling approach to predict the deformation, softening, and failure of compression-loaded aluminum structures exposed to fire. A fully coupled thermal-mechanical FE model is outlined. The FE model can a[...]
Article : texte imprimé
Christopher D. Stoakes, Auteur ;
Larry A. Fahnestock, Auteur
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This research investigates the cyclic flexural behavior and performance of concentrically braced frame beam-column connections in the context of evaluating the reserve lateral load-resisting capacity in concentrically braced frames. Eight beam-c[...]
Article : texte imprimé
Xiaoyun Shao, Auteur ;
Andrei M. Reinhom, Auteur
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The development and implementation of the real-time hybrid simulation (RTHS), a seismic response simulation method with a combination of numerical computation and physical specimens excited by shake tables and auxiliary actuators, are presented.[...]
Article : texte imprimé
A. Castel, Auteur ;
D. Coronelli, Auteur ;
N. A. Vu, Auteur
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This paper presents the development of models and the analytical study of the structural response of deteriorating unbonded posttensioned beams, with the aim of providing suitable tools for the evaluation of existing deteriorated structures. The[...]
Article : texte imprimé
Jianguo Nie, Auteur ;
Yuhang Wang, Auteur ;
C. S. Cai, Auteur
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Based on fatigue experiments on eight reinforced concrete (RC) beams strengthened with the steel plate-concrete composite (SPCC) technique, the fatigue life and development trend of stiffness and strain of specimens under a constant amplitude fa[...]
Article : texte imprimé
This note examines the linear response of thin, shallow curved beams to an axially-directed compressive load. The response is tracked with a rise parameter drawn from related work on linear arches through which it is shown that the curved beam b[...]
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