Journal of structural engineering, Vol. 136 N° 5. Journal of structural engineering - Mai 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 5. Journal of structural engineering - Mai 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
Michael H. Scott, Auteur ;
Gregory L. Fenves, Auteur
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An accelerated Newton algorithm based on Krylov subspaces is applied to solving nonlinear equations of structural equilibrium. The algorithm uses a low-rank least-squares analysis to advance the search for equilibrium at the degrees of freedom ([...]
Article : texte imprimé
J. Enrique Luco, Auteur ;
Ozcelik, O., Auteur ;
Joel P. Conte, Auteur
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The main objective of this paper is to investigate the tracking (signal reproduction) capability of the UCSD-NEES shake table system through a series of broadband and harmonic experiments with different tuning and test amplitudes. The second obj[...]
Article : texte imprimé
Ioannis V. Kalpakidis, Auteur ;
Michael C. Constantinou, Auteur ;
Andrew S. Whittaker, Auteur
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Lead-rubber bearings are seismic isolators that have been used extensively to protect buildings, bridges, and mission-critical infrastructure from the damaging effects of earthquake shaking. In bridges, lead-rubber bearings are subjected to cont[...]
Article : texte imprimé
George C. Lee, Auteur ;
Yu-Chen Ou, Auteur ;
Tiecheng Niu, Auteur
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A new roller seismic isolation bearing is developed for use in highway bridges. This new bearing uses rolling of cylindrical rollers on V-shaped sloping surfaces to achieve seismic isolation. The bearing is characterized by a constant spectral a[...]
Article : texte imprimé
Arturo Tena-Colunga, Auteur ;
Jesús Cano-Licona, Auteur
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In this paper, an improved version of a simplified method to assess lateral shear forces attracted by shear walls of regular, low-rise masonry structures is presented. This simplified method for seismic analysis (SMSA) is allowed by Mexican buil[...]
Article : texte imprimé
This paper presents development of a simplified procedure for seismic evaluation of piles with partial-moment connection typically used in marine oil terminals. The current seismic evaluation procedure of the piles in marine oil terminals includ[...]
Article : texte imprimé
Hwasung Roh, Auteur ;
Reinhorn, Andrei M., Auteur
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In simple inelastic structures subjected to severe base motions, the maximum acceleration response is bound by the yield strength and is inversely proportional to its mass. It can be demonstrated that a similar effect is approximately produced i[...]
Article : texte imprimé
Jeffrey W. Berman, Auteur ;
Taichiro Okazaki, Auteur ;
Heidrun O. Hauksdottir, Auteur
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Eccentrically braced frames (EBFs) are desirable seismic load resisting systems as they combine the high elastic stiffness of concentrically braced frames with the ductility and stable energy dissipation of moment resisting frames. EBFs with lin[...]
Article : texte imprimé
Linda M. Vanevenhoven, Auteur ;
Carol K. Shield, Auteur ;
Lawrence C. Bank, Auteur
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Fiber-reinforced polymer (FRP) pultruded profiles are produced by a number of manufacturers worldwide in similar, but nonstandard, wide-flange, I, angle, and tubular profiles. At present there is no American National Standards Institute approved[...]
Article : texte imprimé
K. K. Choi, Auteur ;
Xiao, Y., Auteur
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This paper describes a numerical program to analyze the behavior of the concrete-filled steel tubular (CFT) stub columns, and predict various modes of lateral interactions between steel tube and filled-in-concrete under axial compression. The be[...]
Article : texte imprimé
Vlatko Bosiljkov, Auteur ;
Adrian W. Page, Auteur ;
Goran Simundic, Auteur
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The monolithic structural action of various types of walls of flanged cross section and walls with engaged stiffeners or returns (nonrectangular sections) is critically dependent on the shear capacity of the interface between the components maki[...]
Article : texte imprimé
Andrea Marcuzzi, Auteur ;
Morassi, Antonino, Auteur
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This paper continues a line of research aimed at the development of a dynamically based health condition monitoring of bridge structures in the area of Friuli Venezia Giulia, Italy. One subject of this research program has been a two-span highwa[...]
Article : texte imprimé
Decoupling of soil-structure interaction is applied to analyze buried structure damage due to external blast load. The structural element under analysis is assumed to deform as a simply supported rigid-plastic beam. Shear failure, bending failur[...]
Article : texte imprimé
Peter J. Vickery, Auteur ;
Dhiraj Wadhera, Auteur ;
Jon Galsworthy, Auteur
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This paper presents an overview of the approach employed in the development of the wind speed maps for use in ASCE 7-10. The reason for a reduction in the wind speeds in the new standard as compared to those given in the ASCE 7-98 through 7-05 s[...]
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