Journal of structural engineering, Vol. 138 N° 11. Journal of structural engineering - Novembre 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 11. Journal of structural engineering - Novembre 2012 |
| Type de document : | Bulletin |
| Paru le : | 03/02/2013 |
Dépouillements
Article : texte imprimé
M. V. Anil Kumar, Auteur ;
V. Kalyanaraman, Auteur
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The compressive strength of cold-formed steel (CFS) lipped channel (LC) members may be governed by yielding, local, distortional, or overall buckling, and any possible interaction among these modes. The direct strength method (DSM) has been adva[...]
Article : texte imprimé
In-plane elastic buckling of shallow parabolic arches under an external load and temperature changes
Jianguo Cai, Auteur ;
Yixiang Xu, Auteur ;
Jian Feng, Auteur
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This paper studies the in-plane stability of rotationally restrained shallow arches subjected to a vertical uniform load and temperature changes below 100°C. The virtual work principle method was used to establish the nonlinear equilibrium and b[...]
Article : texte imprimé
Three-dimensional hydromechanical sectional analysis of cracked nonprismatic concrete spillway piers
Lucian Stefan, Auteur ;
Pierre Léger, Auteur
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Several concrete hydraulic structures, such as spillway piers, must be considered three-dimensional (3D) components subjected to 3D loads. A very convenient approach to perform stability analysis of concrete dams is the so-called gravity method,[...]
Article : texte imprimé
Isamu Yoshitake, Auteur ;
Atsushi Ogawa, Auteur ;
Yail J. Kim, Auteur
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This paper presents an experimental study to develop a new composite slab system consisting of a concrete deck with reinforcing bars, steel plates welded with rib connectors, and a carbon fiber–blended cementitious adhesive. The adhesive has uni[...]
Article : texte imprimé
Jorge Varela-Rivera, Auteur ;
Joel Moreno-Herrera, Auteur ;
Ivan Lopez-Gutierrez, Auteur
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spring-strut method, the yield line method, the failure line method, and the compressive strut method. Based on the experimental results, for walls with similar geometry, the out-plane strength depends mainly on the in-plane stiffness of the con[...]
Article : texte imprimé
Franco Braga, Auteur ;
Rosario Gigliotti, Auteur ;
Michelangelo Laterza, Auteur
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This paper presents a simplified model for describing the response of a longitudinal bar embedded in concrete, taking into account the bond-slip phenomenon. The model is developed by assuming a linear bond-slip field along the bar anchorage leng[...]
Article : texte imprimé
Michele D’Amato, Auteur ;
Franco Braga, Auteur ;
Rosario Gigliotti, Auteur
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In this paper the implementation and validation of a modified steel bar model including bond-slip of longitudinal bars that was proposed in a companion paper is discussed. The model is developed on the key assumption of linear slip field along t[...]
Article : texte imprimé
Krishnan, Swaminathan, Auteur ;
Matthew Muto, Auteur
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The mechanism of collapse of tall steel moment-frame buildings is explored through three-dimensional nonlinear analyses of two 18-story steel moment-frame buildings under earthquake excitation. Both fracture-susceptible and perfect-connection co[...]
Article : texte imprimé
A. Longo, Auteur ;
R. Montuori, Auteur ;
V. Piluso, Auteur
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In this paper, a new design approach for dissipative truss moment frames (DTMFs) able to guarantee, under seismic forces, the development of a yield mechanism of global type is presented and applied. In particular, DTMFs consist of a truss momen[...]
Article : texte imprimé
Junxian Zhao, Auteur ;
Bin Wu, Auteur ;
Jinping Ou, Auteur
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In a previous study by the authors, the cyclic behavior of a novel type of pin-connected angle steel buckling-restrained brace (ABRB) was examined, and the failure mechanism in the core projection of the ABRB induced by an excessive bending effe[...]
Article : texte imprimé
Baofeng Huang, Auteur ;
Shiming Chen, Auteur ;
Wensheng Lu, Auteur
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Article : texte imprimé
Ji, Xiaodong, Auteur ;
Gregory L. Fenves, Auteur ;
Kajiwara, Kouichi, Auteur
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