Journal of structural engineering, Vol. 138 N° 8. Journal of structural engineering - Août 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 8. Journal of structural engineering - Août 2012 |
| Type de document : | Bulletin |
| Paru le : | 20/09/2012 |
Dépouillements
Article : texte imprimé
S. H. Huang, Auteur ;
Q. S. Li, Auteur
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Wind-driven rain (WDR) on building facades may lead to water penetration, cladding damage, structural cracking, etc., which affect the durability of the claddings. This study aims to develop a numerical approach to the evaluation of WDR on tall [...]
Article : texte imprimé
Chun Ni, Auteur ;
Minjuan He, Auteur ;
Songlai Chen, Auteur
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The performance of portal frame walls was studied using a finite-element model verified with results from tests of full-size portal frame walls. Parameters such as wall height, metal strap type and location, doubling of the bottom plate, sheathi[...]
Article : texte imprimé
Andrew P. Voth, Auteur ;
Jeffrey A. Packer, Auteur
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Although branch plate-to-circular hollow section (CHS) connections under branch axial load are simple to fabricate and cost-effective, they generally experience significant deformation at relatively low loads resulting in an imposed deformation [...]
Article : texte imprimé
Andrew P. Voth, Auteur ;
Jeffrey A. Packer, Auteur
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This paper presents a numerical finite-element parametric study on the behavior of transverse or longitudinal X-type plate-to-circular hollow section connections loaded under branch plate tension or compression, to evaluate the suitability of pr[...]
Article : texte imprimé
Chang-Soo Kim, Auteur ;
Hong-Gun Park, Auteur ;
Kyung-Soo Chung, Auteur
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Seven concrete-encased steel columns using high-strength steel (nominal yield strength fys=913 and 806 MPa) and high-strength concrete (cylinder compressive strength f′c=94 and 113 MPa) were tested to investigate the eccentric axial load-carryin[...]
Article : texte imprimé
W. Ghannoum, Auteur ;
V. Saouma, Auteur ;
G. Haussmann, Auteur
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Seismic loading rates can significantly affect the behavior of reinforced concrete (RC) elements. However, few data are available to quantify these effects. Shaking table tests allow the study of loading rate phenomena; however, they suffer from[...]
Article : texte imprimé
Cem Aydemir, Auteur ;
Mustafa Zorbozan, Auteur
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This paper summarizes the results of a comprehensive statistical study of the flexural overstrength ratio for estimation of the probable flexural strength of ductile RC columns with varying geometries and confinement levels. The material and sec[...]
Article : texte imprimé
Mehdi Ben Ftima, Auteur ;
Bruno Massicotte, Auteur
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This paper proposes a methodology that uses advanced nonlinear finite-element analysis for determining a global resistance factor for the design of reinforced concrete structures. It introduces a new reliability approach that takes into account [...]
Article : texte imprimé
Stefano De Miranda, Auteur ;
Luisa Molari, Auteur
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Losses from water distribution systems are reaching alarming levels in many cities throughout the world. Leakage is often the principal cause of water loss because of aging and deterioration of these systems, and pressure has been verified to as[...]
Article : texte imprimé
Shobeir Pirayeh Gar, Auteur ;
Stefan Hurlebaus, Auteur
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Tension stiffening phenomenon plays a vital role in serviceability of nonprestressed reinforced concrete (RC) beams as it enhances the postcracking flexural stiffness leading to a smaller deflection, accordingly. However, this paper’s findings i[...]
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