Journal of structural engineering, Vol. 138 N° 7. Journal of structural engineering - Juillet 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 7. Journal of structural engineering - Juillet 2012 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2012 |
Dépouillements
Article : texte imprimé
V. Gomez-Jauregui, Auteur ;
C. Otero, Auteur ;
R. Arias, Auteur
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The aim of this work is to establish a systematic methodology for generating automatically different tessellations and double-layer grids (DLGs) following a newly defined, specific nomenclature. This particular nomenclature defines the notation [...]
Article : texte imprimé
P. Sharafi, Auteur ;
Muhammad N. S. Hadi, Auteur ;
Teh, Lip H., Auteur
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This paper presents a new methodology for cost optimization of the preliminary layout design of three-dimensional (3D) reinforced concrete (RC) frames. This approach is capable of being easily employed for the optimal layout design of a realisti[...]
Article : texte imprimé
Shawn M. Nolph, Auteur ;
Mohamed A. ElGawady, Auteur
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This research investigated the shear behavior of five full-scale partially grouted masonry shear walls (PG-MWs). The walls were built using concrete masonry units, with horizontal reinforcement ratios ranging from 0.085 to 0.169%. The specimens [...]
Article : texte imprimé
Danila Aita, Auteur ;
Riccardo Barsotti, Auteur ;
Stefano Bennati, Auteur
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This paper addresses the long-standing problem of the equilibrium of the circular, pointed, and elliptical arches commonly found in historical masonry buildings and bridges that are subjected to their own weight and the weight of superimposed ma[...]
Article : texte imprimé
Arnaud Castel, Auteur ;
Thierry Vidal, Auteur ;
Raoul François, Auteur
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The macro-finite-element (MFE) modeling proposed in this paper is dedicated to the calculation of the deflection of already cracked reinforced concrete beams under service loading at the stabilized cracking stage. MFEs are beam finite elements, [...]
Article : texte imprimé
Zona, Alessandro, Auteur ;
Michele Barbato, Auteur ;
Massimo Fragiacomo, Auteur
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Timber-concrete composite beams are an increasingly common design solution for medium-to-long span floors in new buildings. Thus, there is a significant need for accurate models and analysis tools to predict the response and performance of timbe[...]
Article : texte imprimé
Bulent Mercan, Auteur ;
Arturo E. Schultz, Auteur ;
Stolarski, Henry K., Auteur
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Spandrel beams in precast concrete buildings are widely used to support double-tee deck beams, particularly in parking garages. Spandrel beams of deep cross-sections, resisting eccentric loads from double-tee beams, can be susceptible to excessi[...]
Article : texte imprimé
Sadowski, Adam J., Auteur ;
Rotter, J. Michael, Auteur
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The condition of eccentric discharge is known to be one of the most critical for the design of thin-walled cylindrical metal silos. Significant progress has been made in recent years in devising a relatively realistic set of representative press[...]
Article : texte imprimé
Q. Peck, Auteur ;
N. Rogers, Auteur ;
R. Serrette, Auteur
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Cold-formed steel (CFS) framed gypsum shear walls are common elements on light-frame structures, and they may be designed as the primary lateral force-resisting (LFR) system or function as secondary LFR elements. This paper presents the results [...]
Article : texte imprimé
Impact of residual stresses and initial imperfections on the seismic response of steel moment frames
Kapil Mathur, Auteur ;
Larry A. Fahnestock, Auteur ;
Taichiro Okazaki, Auteur
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The 2010 AISC specification establishes the direct analysis method (DM) as the standard stability analysis and design procedure. Although the DM has important benefits over conventional stability design methods, the interface between the DM, the[...]
Article : texte imprimé
Patricia M. Clayton, Auteur ;
Tyler B. Winkley, Auteur ;
Jeffrey W. Berman, Auteur
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A series of subassembly tests were conducted to investigate the behavior of the self-centering steel plate shear wall (SC-SPSW) system under cyclic loading. The SC-SPSW system utilizes thin steel web plates to provide energy dissipation and the [...]
Article : texte imprimé
Yousef Ashrafi, Auteur ;
Behzad Rafezy, Auteur
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This paper compares the elastic stiffness of reduced beam section (RBS) beams with either flange or web reductions. The former has received considerable attention. However, recently the latter has been shown to have superior plastic rotation cap[...]
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