Journal of engineering mechanics, vol.131, N° 8. Journal of Engineering Mechanics - Aout 2005
| Titre : | Journal of engineering mechanics, vol.131, N° 8. Journal of Engineering Mechanics - Aout 2005 |
| Type de document : | Bulletin |
| Paru le : | 16/10/2005 |
Dépouillements
Article : texte imprimé
Gavin, Henri P., Auteur ;
Aldemir, Unual, Auteur
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The Responses of two, low-rise, 2-degree-of-freedom base isolated structures with different isolation periods to a set of near-field earthquake groundmotions are investigated under passive linear and nonlinear viscous damping, two pseudoskyhook [...]
Article : texte imprimé
Leung, Christopher K. Y., Auteur ;
Olson, Noah, Auteur ;
Wan, Kai Tai ;
Meng, Aidong
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The Degradation of concrete structures is always accompanied by the formation of cracks.Crack monitoring is hence useful in assessing the "health condition" of the structure.In our previous investigation on an optical-fiber crack sensor.we have [...]
Article : texte imprimé
Hickman, Randall, Auteur ;
Gutierrez, Marte, Auteur
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Implicit integration schemes for elastoplastic constitutive equations have been developrd in recent years as an alternative to explicit schemes.The Consistent tangent constituve matrix Dcon that results from implicit schemes makes the global sti[...]
Article : texte imprimé
Chen, Lizhong, Auteur ;
Letchford, Chris W., Auteur
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By Observing that the optimal basis for the proper orthogonal decomposition (POD) can be obtained from the cross power spectral density (XPSD) matrix of a multivariate stationary Gaussian stochastic process, the computational efficiency, in both[...]
Article : texte imprimé
Wang, Defu, Auteur ;
El-Sheikh,A. L., Auteur
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A Large-deflection analysis of rectangular plates under uniform lateral loading is presented in this paper.The Analysis is based on solving two fourth-order, second-degree, partial differential Von Karman equations ralating the lateral deflectio[...]
Article : texte imprimé
Pengzhi Lin, Auteur ;
Huan-Wen Liu, Auteur
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In This Paper an analytical solution for linear long-wave reflection by an obstacle of general trapezoidal shape is explored. A Closed-form expression in terms of fist and second kinds of bessel functions is obtained for the wave reflection coef[...]
Article : texte imprimé
Raghu Prasad, B. K., Auteur ;
Bharatkumar, B. H., Auteur ;
Ramachandra Murphy, D. S. ;
R. Narayanan ;
Gopalakrishnan, S.
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In Developing a one-dimensional analysis and design procedure for reiforced concrete structures, research is generally based on yield phenomena and the plastic flow of steel in tension and concrete in compression. The Ability of concrete to res[...]
Article : texte imprimé
Yu, Hsin-Wan, Auteur ;
Hwang, Shyh-Jiann, Auteur
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This Paper evaluates the softened truss model and the softened strut-and-tie model for predicting shear strength of reinforced concrete squat walls. The Prediction accuracy of analytical solutions is examined using the experimental data of 62 te[...]
Article : texte imprimé
Chau, K. T., Auteur ;
Yang, X., Auteur
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This Paper presents a new model for analyzing a nonlinear soil-pile interaction subject to horizontal shaking of a vertical circular pile embedded in a soil layer of finite thickness. The Pile rests on bedrock with either a pinned or a clamped s[...]
Article : texte imprimé
Shi, Aimin, Auteur ;
Teng, Michelle H., Auteur ;
Sou, In Mei, Auteur
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This Paper investigate the fundamental behavior of long water waves propagating through branching channels of uniform depth and width. Numerical simulations based on the boussinesq long wave model were carried out to investigate the effect of ch[...]
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