Journal of engineering mechanics, Vol. 139 N° 1. Journal of engineering mechanics - Janvier 2013
| Titre : | Journal of engineering mechanics, Vol. 139 N° 1. Journal of engineering mechanics - Janvier 2013 |
| Type de document : | Bulletin |
| Paru le : | 20/03/2013 |
Dépouillements
Article : texte imprimé
Zhiwei Huang, Auteur ;
Bing Li, Auteur ;
Piyali Sengupta, Auteur
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Prevention of structures against progressive collapse has become a concern of increasing significance and the alternative load path method (ALPM) is the extensively acknowledged approach in this area of research. With the basis of ALPM and by am[...]
Article : texte imprimé
Analytical solution of interface shear stresses in externally bonded FRP-strengthened concrete beams
Hayder A. Rasheed, Auteur ;
Kyle H. Larson, Auteur ;
Shahin Nayyeri Amiri, Auteur
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The fiber-reinforced polymer (FRP) plate or sheet debonding or cover delamination (concrete cover separation) failure mode in externally strengthened reinforced concrete beams has attracted a lot of attention. In this paper, a closed-form analyt[...]
Article : texte imprimé
Hao Wang, Auteur ;
Al-Qadi, Imad, Auteur
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This paper explains the importance of using a nonlinear anisotropic three-dimensional (3D) finite-element (FE) pavement model to simulate the granular base layer and predict viscoelastic pavement responses under moving vehicular loading. The FE [...]
Article : texte imprimé
Huan-Wen Liu, Auteur ;
Dan-Juan Fu, Auteur ;
Xiao-Ling Sun, Auteur
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In this paper, an analytic solution to the modified mild-slope equation (MMSE) for wave reflection by a submerged rectangular breakwater with two scour trenches is explored. Because of the use of the MMSE with effects of the bottom curvature and[...]
Article : texte imprimé
Gabriele Milani, Auteur ;
Paulo B. Lourenco, Auteur
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A suitable and simple two-step model able to predict the nonlinear response of fiber-reinforced polymer (FRP)-strengthened three-dimensional masonry structures is presented. In the first step, nonstrengthened masonry is substituted by a macrosco[...]
Article : texte imprimé
Gabriele Milani, Auteur ;
Paulo B. Lourenco, Auteur
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The homogenized masonry nonlinear stress-strain curves obtained through the simple micromechanical model developed in the first part of the paper are here used for the analysis of strengthened masonry walls under various loading conditions. In p[...]
Article : texte imprimé
Mohammed Hassanien Serror, Auteur ;
Junya Inoue, Auteur
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While a freestanding high-strength sheet metal subject to tension will rupture at a small strain, it is anticipated that lamination with a ductile sheet metal will retard this instability to an extent that depends on the relative thickness, rela[...]
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