Journal of engineering mechanics, Vol. 133 N°4. Journal of Engineering Mechanics (ASCE) - Avril 2007
| Titre : | Journal of engineering mechanics, Vol. 133 N°4. Journal of Engineering Mechanics (ASCE) - Avril 2007 |
| Type de document : | Bulletin |
| Paru le : | 24/04/2007 |
Dépouillements
Article : texte imprimé
Vibration of tensioned beams with intermediate damper. I : formulation, influence of damper location
Joseph A. Main, Auteur ;
Nicholas P. Jones, Auteur
|
Exact analytical solutions are formulated for free vibrations of tensioned beams with an intermediate viscous damper. The dynamic stiffness method is used in the problem formulation, and characteristic equations are obtained for both clamped and[...]
Article : texte imprimé
Joseph A. Main, Auteur ;
Nicholas P. Jones, Auteur
|
Analytical solutions are used to investigate the free vibrations of tensioned beams with a viscous damper attached transversely near a support. This problem is of particular relevance for stay-cable vibration suppression, but no restrictions on [...]
Article : texte imprimé
The input energy to a soil-structure interaction (SSI) system during earthquake shaking is taken as a structural performance measure and is formulated in the frequency domain. The purpose of this paper is to derive the closed-form expression of [...]
Article : texte imprimé
Indrani Gogoi, Auteur ;
Damodar Maity, Auteur
|
The assessment of response of an aged concrete dam is important for the prediction of its behavior during earthquakes, so that remedial measures can be taken at the right time to withstand future earthquakes. The assessment is necessary, since t[...]
Article : texte imprimé
Zhe Wang, Auteur ;
Kevin K. Wong, Auteur
|
The force analogy method which has been proven to be very efficient in dynamic analysis of inelastic structures is here introduced for the first time into the field of stochastic dynamic analysis for inelastic structures. This stochastic force a[...]
Article : texte imprimé
Chuanjian Man, Auteur ;
Tsai, Christina W., Auteur
|
A stochastic partial differential equation-based model has been derived based on the law of mass conservation and the Langevin equation of particle displacement to simulate suspended sediment transport in open-channel flows. In this model, the m[...]
Article : texte imprimé
Yunfeng Zhang, Auteur ;
Jian Li, Auteur
|
This paper presents a novel systems approach to compressing sensor network data. Unlike previous data compression methods, the proposed lossless linear predictor-based sensor data compression method utilizes structural system information to mini[...]
Article : texte imprimé
Article : texte imprimé
Yu Cheng, Auteur ;
Benjamin W. Schafer, Auteur
|
This paper analyzes the effect of longitudinal stress gradients on the elastic buckling of thin isotropic plates. Two types of thin plates are considered: (1) a plate simply supported on all four edges and rotationally restrained on two longitud[...]
Article : texte imprimé
Chen, D., Auteur ;
I. Yurtdas, Auteur ;
N. Burlion, Auteur
|
This paper deals with experimental investigation and numerical modeling of drying effects on the mechanical behavior of cement-based materials. First, the main results from an experimental study on the mechanical behavior (failure strength, indu[...]
Article : texte imprimé
This paper presents a computational approach for the assessment of masonry structures based on the well known analogy between the equilibrium of arches and that of hanging strings or cables working in tension. According to the analogy, the hangi[...]
Article : texte imprimé
Jianye Ching, Auteur ;
Yi-Hung Hsieh, Auteur
|
A novel three-step approach is proposed to solve reliability-based optimization (RBO) problems. The new approach is based on a novel approach previously developed by the authors for estimating failure probability functions. The major advantage o[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
