Journal of engineering mechanics, Vol. 134 n°6. Journal of engineering mechanics (ASCE) - Juin 2008
| Titre : | Journal of engineering mechanics, Vol. 134 n°6. Journal of engineering mechanics (ASCE) - Juin 2008 |
| Type de document : | Bulletin |
| Paru le : | 15/07/2008 |
Dépouillements
Article : texte imprimé
Sarmila Sahoo, Auteur ;
Dipankar Chakravorty, Auteur
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The present paper applies a combination of an eight noded shell element with a three noded beam element, both curved and isoparametric to solve a bending problem of a composite stiffened hypar shell subjected to a concentrated load. Benchmark [...]
Article : texte imprimé
Wooseok Ji, Auteur ;
Anthony M. Waas, Auteur
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A sandwich beam buckling problem is studied here using two-dimensional elasticity to model the beam constituents. The global and local instability of such a beam with orthotropic constituents under various boundary conditions are investigated. T[...]
Article : texte imprimé
Brancusi’s Endless Column (Târgu-Jiu, Romania) is an interesting case study in bluff body aeroelasticity. It has been referred to as aeroelastically indifferent owing to its remarkable aeroelastic stability. This stability has been attributed to[...]
Article : texte imprimé
Y. F. Ji, Auteur ;
C. C. Chang, Auteur
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With continuous advancement in optical, electronics, and computer technology, commercial digital cameras now are equipped with a high pixel resolution at a reasonable cost. Image sequences recorded by these cameras contain both spatial and tempo[...]
Article : texte imprimé
C. M. Wang, Auteur ;
S. Kitipornchai, Auteur ;
C. W. Lim, Auteur
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This paper is concerned with the bending problem of micro- and nanobeams based on the Eringen nonlocal elasticity theory and Timoshenko beam theory. In the former theory, the small-scale effect is taken into consideration while the effect of tra[...]
Article : texte imprimé
Seyed Ali Ashrafi, Auteur ;
Andrew W. Smyth, Auteur
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The adaptive parametric identification of deteriorating and nondeteriorating nonlinear hysteretic phenomena is considered using a generalization of Masing model based on the observed memory behavior of distributed element models. The model permi[...]
Article : texte imprimé
Jinquan Zhong, Auteur ;
Paolo Gardoni, Auteur ;
David Rosowsky, Auteur
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Probabilistic models are developed to predict the deformation and shear demands due to seismic excitation on reinforced concrete (RC) columns in bridges with two-column bents. A Bayesian methodology is used to develop the models. The models are [...]
Article : texte imprimé
P.-Y. Hicher, Auteur ;
C. S. Chang, Auteur
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This paper presents the development of an elastic model for partially saturated granular materials based on micromechanical factor consideration. A granular material is considered as an assembly of particles. The stress-strain relationship for a[...]
Article : texte imprimé
Xing Ma, Auteur ;
John Butterworth, Auteur ;
Charles Clifton, Auteur
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The unilateral contact buckling problem of thin plates resting on tensionless foundations is investigated. Three different plate models are considered. For a plate of limited length on a tensionless elastic foundation, the plate is first simplif[...]
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