Journal of structural engineering, Vol. 136 N° 7. Journal of structural engineering - Juillet 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 7. Journal of structural engineering - Juillet 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
Sherif El-Tawil, Auteur ;
Harries, Kent A., Auteur ;
Patrick J. Fortney, Auteur
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Hybrid coupled walls (HCWs) are comprised of two or more reinforced concrete wall piers connected with steel coupling beams distributed over the height of the structure. Extensive research over the past several decades suggests that such systems[...]
Article : texte imprimé
Hong, H. P., Auteur ;
A. D. García-Soto, Auteur ;
R. Gomez, Auteur
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Probabilistic assessments of the seismic ductility demand for hysteretic bilinear single-degree-of-freedom systems have been reported in the literature. However, a systematic assessment of possible differences in the estimated ductility demand f[...]
Article : texte imprimé
Dziugas Reneckis, Auteur ;
James M. LaFave, Auteur
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The out-of-plane seismic performance of residential brick veneer walls built over wood-frame backup was evaluated as a function of construction detailing. Shake table tests were conducted on a full-scale brick veneer wall panel, with a window op[...]
Article : texte imprimé
N. H. Hamid, Auteur ;
Mander, John B., Auteur
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The seismic resistance of full-scale superassemblage of precast hollow core wall units is investigated. The superassemblage consists of six prestressed concrete 1.2 m wide hollow core units. Two load-bearing of the units are tied to the foundati[...]
Article : texte imprimé
Chen Songlai, Auteur ;
Fan Chengmou, Auteur ;
Pan Jinglong, Auteur
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This paper explains an experimental study on a full-scale L-shape single story light frame wood house under the uniform lateral load simulated using a gasbag. The study verifies that shear walls are staggered to each other and the 1.0-m offset b[...]
Article : texte imprimé
Chen Songlai, Auteur ;
Fan Chengmou, Auteur ;
Pan Jinglong, Auteur
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This paper explains an experimental study on a full-scale L-shape single story light frame wood house under the uniform lateral load simulated using a gasbag. The study verifies that shear walls are staggered to each other and the 1.0-m offset b[...]
Article : texte imprimé
Weichiang Pang, Auteur ;
David V. Rosowsky, Auteur ;
Shiling Pei, Auteur
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This paper presents a simplified direct displacement design (DDD) procedure which was used to design the shear walls for a six-story woodframe structure. The building was tested in the final phase of a Network for Earthquake Engineering Simulati[...]
Article : texte imprimé
Michael Winkel, Auteur ;
Ian Smith, Auteur
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The tests were performed on 2.44 m by 2.44 m light-frame wall segments, having oriented strand-board sheathing nailed to sawn lumber framing, to determine their structural response to in-plane and out-of-plane forces applied separately or in com[...]
Article : texte imprimé
Mauro Schulz, Auteur ;
Maria Paola Santisi d’Avila, Auteur
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This research investigates the simultaneous effect of in-plane and transverse loads in reinforced concrete shells. The infinitesimal shell element is divided into layers (with triaxial behavior) that are analyzed according to the smeared rotatin[...]
Article : texte imprimé
Jiansheng Fan, Auteur ;
Jianguo Nie, Auteur ;
Quanwang Li, Auteur
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This paper presents an experimental program designed to examine the long-term behavior of composite steel-concrete beams under sustained loads. The test program consisted of two simply supported beams under positive bending moments and two canti[...]
Article : texte imprimé
Jiansheng Fan, Auteur ;
Xin Nie, Auteur ;
Li, Quan, Auteur
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The creep, shrinkage, and cracking of concrete may induce time-dependent changes in the stresses, internal forces, and deflections of steel-concrete composite beams. This paper presents an analytical model to consider these effects in analyzing [...]
Article : texte imprimé
Cao Hung Pham, Auteur ;
Gregory J. Hancock, Auteur
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In roof systems, a high strength steel profiled sheeting fastened to high strength steel cold-formed purlins of a lipped C- or Z-section is commonly used throughout the world. The design of such systems is performed according to the provisions o[...]
Article : texte imprimé
M. V. Anil Kumar, Auteur ;
V. Kalyanaraman, Auteur
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The axial compressive strength of the cold-formed steel (CFS) members with edge or intermediate stiffener is affected by interaction of local, distortional and overall buckling. In order to overcome the tedious and time consuming nature of the t[...]
Article : texte imprimé
K. Magnucki, Auteur ;
P. Paczos, Auteur ;
J. Kasprzak, Auteur
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The subject of the paper is cold-formed thin-walled channel beams with open or closed profile of drop flanges. The geometric properties of two C-sections are described including warping functions and warping inertia moments. The analytical solut[...]
Article : texte imprimé
Maria E. Garlock, Auteur ;
Serdar Selamet, Auteur
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Shear connections are common connection types and they are designed to resist only shear loads. In a fire event, the axial restraint provided by adjacent structure creates unanticipated compressive and tensile forces in the beam and thus the con[...]
Article : texte imprimé
D. C. Pham, Auteur ;
C. M. Wang, Auteur
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A pontoon-type, very large floating structure (VLFS) undergoes uneven deformation when loaded unevenly. The resulting differential deflection may lead to a cessation of equipment operation, and even compromising the structural integrity of the V[...]
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