Journal of structural engineering, Vol. 136 N° 11. Journal of structural engineering. American society of civil engineering - Novembre 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 11. Journal of structural engineering. American society of civil engineering - Novembre 2010 |
| Type de document : | Bulletin |
| Paru le : | 25/01/2011 |
Dépouillements
Article : texte imprimé
Barbato, M., Auteur ;
Q. Gu, Auteur ;
Joel P. Conte, Auteur
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In this paper, the mean-centered first-order second-moment (FOSM) method is employed to perform probabilistic push-over analysis (POA) of structural and/or soil-structure systems. Approximations of first and second statistical moments (FSSMs) of[...]
Article : texte imprimé
Aslam Kassimali, Auteur ;
Juan J. Garcilazo, Auteur
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Procedure for large displacement and stability analysis of elastic plane frames subjected to temperature changes is presented. The method of analysis is based on an Eulerian (corotational) formulation, which was developed initially for static lo[...]
Article : texte imprimé
Krishnan, Swaminathan, Auteur
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An efficient beam element, the modified elastofiber (MEF) element, has been developed to capture the overall features of the elastic and inelastic responses of slender columns and braces under axial cyclic loading without unduly heavy discretiza[...]
Article : texte imprimé
Jung-Yoon Lee, Auteur ;
Sang-Woo Kim, Auteur
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Stress-strain relationship for a steel bar embedded in concrete differs somewhat to that of a bare steel bar because the surrounding concrete is bonded to the bar. This behavior is known as tension stiffening. This paper presents the results of [...]
Article : texte imprimé
Francesca Da Porto, Auteur ;
Giovanni Guidi, Auteur ;
Enrico Garbin, Auteur
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Extensive experimental research aimed at defining the in-plane cyclic behavior of three types of load-bearing masonry walls, assembled with perforated clay units, and various types of head and bed joints was carried out. Experimental behavior wa[...]
Article : texte imprimé
Yen Lei Voo, Auteur ;
Wai Keat Poon, Auteur ;
Stephen J. Foster, Auteur
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While the database of tests on shear in reinforced concrete members without stirrups is extensive, the pool of test data for fiber-reinforced specimens is limited. Fewer still are tests undertaken on high-performance fiber-reinforced concrete me[...]
Article : texte imprimé
Aaron D. Probst, Auteur ;
Thomas H.-K. Kang, Auteur ;
Chris Ramseyer, Auteur
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Most prior experimental research on the composite behavior of concrete-filled tubes (CFTs) in flexure has been performed using minimodels. The conclusions that have been reached based on the prior research stipulate that the interaction between [...]
Article : texte imprimé
Yoshiaki Goto, Auteur ;
Ghosh Prosenjit Kumar, Auteur ;
Naoki Kawanishi, Auteur
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The strength and ductility of thin-walled steel columns under cyclic loads are considerably upgraded by filling concrete into hollow spaces surrounded by steel tube and diaphragms. The above thin-walled steel columns filled with concrete are ref[...]
Article : texte imprimé
In-Rak Choi, Auteur ;
Hong-Gun Park, Auteur
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A hysteresis model for thin infill steel plates was developed to evaluate the nonlinear cyclic behavior of steel plate shear walls. Nonlinear finite-element analysis was performed for thin steel plates with a rigid boundary frame. Based on the a[...]
Article : texte imprimé
Y. Chen, Auteur ;
D. M. McFarland, Auteur ;
Z. Wang, Auteur
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A novel damped outrigger system has been recently proposed for tall buildings, and is quite promising. To gain insight into the conceptual design of such systems, a simple beam-damper system model for a building with such dampers installed is de[...]
Article : texte imprimé
Richard Walls, Auteur ;
Alex Elvin, Auteur
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This paper presents an iterative automated method for optimizing structures with multiple deflection criteria and load cases. The method is based on the principle of virtual work. Discrete sections are selected for structures with fixed geometri[...]
Article : texte imprimé
High-rise construction projects commonly use a tower crane attached to the building by braced connections along its height. The presence of the tower crane modifies the aerodynamic cross section of the building and can alter the expected wind lo[...]
Article : texte imprimé
Michael P. Newcombe, Auteur ;
Wouter A. Van Beerschoten, Auteur ;
David Carradine, Auteur
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Recent advances in multistory timber building design have led to new structural systems that allow open floor plans with large spans between frames and/or walls. Timber-concrete composite (TCC) flooring can achieve the spans required but has the[...]
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