Journal of engineering mechanics, Vol. 135 N°1. Journal of engineering mechanics (ASCE) - Janvier 2009
| Titre : | Journal of engineering mechanics, Vol. 135 N°1. Journal of engineering mechanics (ASCE) - Janvier 2009 |
| Type de document : | Bulletin |
| Paru le : | 25/02/2009 |
Dépouillements
Article : texte imprimé
As an alternative to a series-coupling model for localization of deformations under uniaxial and confined compression, an approach based on Mode II crack growth is proposed. Such a model appears to be in closer agreement to experimental observat[...]
Article : texte imprimé
Benjamin L. Ervin, Auteur ;
Daniel A. Kuchma, Auteur ;
Jennifer T. Bernhard, Auteur
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Corrosion of reinforced concrete structures creates serviceability and safety issues, costing millions of dollars for inspection, repair, and rehabilitation. Recent efforts have focused on monitoring corrosion in situ, providing accurate real-ti[...]
Article : texte imprimé
Following the previous paper, “Full two-dimensional model for rolling resistance: Hard cylinder on viscoelastic foundation of finite thickness,” addressing modeling of rigid cylinder rolling against viscoelastic foundation of finite thickness, t[...]
Article : texte imprimé
D. P. Thambiratnam, Auteur ;
B. J. Clark, Auteur ;
N. J. Perera, Auteur
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Rollover protective structures (ROPS) are safety devices fitted to heavy vehicles to provide protection to the operator during an accidental rollover. At present, ROPS design standards require full-scale destructive testing, which can be expensi[...]
Article : texte imprimé
Wei-Xin Ren, Auteur ;
Wei-Hua Hu, Auteur
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Cable modal parameters (natural frequencies and damping ratios) that represent the cable inherent dynamic characteristics play an important role in the construction, vibration control, condition assessment, and long-term health monitoring of cab[...]
Article : texte imprimé
Wei-Xin Ren, Auteur ;
Wei-Hua Hu, Auteur
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The cable dynamic stiffness describes the load–deformation behavior that reflects the cable intrinsic dynamic characteristics. It is defined as a ratio of response to excitation and represents a very similar frequency response property to the fr[...]
Article : texte imprimé
Inho Hwang, Auteur ;
Jong-Seh Lee, Auteur ;
Spencer Jr., B. F., Auteur
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Rain-wind induced cable vibration can cause serious problems in cable-stayed bridges. Externally attached dampers have been used to provide an effective means to suppress the vibration of relatively short stay cables. For very long stay cables, [...]
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