Journal of engineering mechanics, Vol. 130 N°12. Journal of Engineering Mechanics (ASCE) - Decembre 2004
| Titre : | Journal of engineering mechanics, Vol. 130 N°12. Journal of Engineering Mechanics (ASCE) - Decembre 2004 |
| Type de document : | Bulletin |
| Paru le : | 10/12/2006 |
Dépouillements
Article : texte imprimé
Pyl, Lincy, Auteur ;
Ghanem, Roger G., Éditeur scientifique ;
Haegeman, Wim ;
Geert Lombaert ;
Degrande, Geert, Auteur
|
This work focuses on the coupling of a validated source model for free field traffic-induced vibrations to a receiver model that enables one to predict the response of buildings, accounting for dynamic soil–structure interaction. The resulting m[...]
Article : texte imprimé
Pyl, Lincy, Auteur ;
Degrande, Geert, Auteur ;
Clouteau, Didier ;
Ghanem, Roger G., Éditeur scientifique
|
The objective of part II of this paper is to couple the validated source model for free-field traffic-induced vibrations, which has been presented in part I of the paper, to a receiver model that incorporates the structure and accounts for dynam[...]
Article : texte imprimé
Adhikari, S., Auteur ;
Schueller, Gerhart L., Éditeur scientifique
|
In the second-order reliability method the failure surface is approximated by a general quadratic surface in the neighborhood of the design point. In this paper this general quadratic surface is further approximated by a parabolic surface. Seve[...]
Article : texte imprimé
Stolarski, Adam, Auteur ;
Franz-Josef Ulm, Éditeur scientifique
|
An integral dynamic strength criterion for concrete is proposed, which accounts for the short duration stress history in the range idealized as elastic. The concept of critical value of generalized stress impulse, proposed by Campbell for steel,[...]
Article : texte imprimé
Oded Rabinovitch, Auteur ;
Frostig, Yeoshua, Auteur ;
Sture, Stein, Éditeur scientifique
|
The behavior of reinforced concrete slabs strengthened with fully or partially bonded (delaminated) circular patches is analytically investigated. The model derived follows the concepts of the high-order theory, and uses variational principles, [...]
Article : texte imprimé
Q. S. Li, Auteur ;
Huang, Y. Q., Auteur
|
In this paper, the moving least-squares differential quadrature (MLSDQ) method is employed for free vibration of thick antisymmetric laminates based on the first-order shear deformation theory. The generalized displacements of the laminates are [...]
Article : texte imprimé
Daneshmand, Farhang, Auteur ;
Sharan, Shailendra K., Auteur ;
Kadivar, Mohammad H. ;
Stolarski, Henry K., Éditeur scientifique
|
The dynamic behavior of hydraulic gates needs to be determined for design purposes. This is a difficult task because the interaction between fluid and gate can significantly affect the response of the structure and hence has to be properly taken[...]
Article : texte imprimé
Wan, Baolin, Auteur ;
Sutton, Michael A., Auteur ;
Petrou, Michael F. ;
Harries, Kent A. ;
Ning Li ;
Landis, Eric N., Éditeur scientifique
|
A novel experimental method using modified double cantilever beam specimens and a customized test frame are introduced to evaluate bond characteristics and toughness of fiber reinforced polymer (FRP) composite overlays and a concrete substrate [...]
Article : texte imprimé
Liu, Q. Q., Auteur ;
Singh, Vijay P., Auteur ;
Teng, Michelle H., Éditeur scientifique
|
Using a laser-Doppler split-phase measuring technique, the rates of fluctuation in horizontal and vertical directions of pipe flow containing solid particles were observed. Employing these observations the effect of particles on flow turbulence[...]
Article : texte imprimé
Pivonka, Peter, Auteur ;
Roman Lackner, Auteur ;
Mang, Herbert A. ;
Franz-Josef Ulm, Éditeur scientifique
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This paper presents the application of three-dimensional (3D)-constitutive models for concrete formulated in the framework of plasticity theory to structural analyses of anchor devices. For this purpose, two commonly employed concrete material m[...]
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