Journal of structural engineering, Vol. 136 N° 3. Journal of structural engineering - Mars 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 3. Journal of structural engineering - Mars 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
S. D. Koduru, Auteur ;
T. Haukaas, Auteur
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A seismic loss curve of a real-world building is obtained by means of state-of-the-art models for the impending ground motion, the structure, the damage of structural and nonstructural components, and the ensuing losses. In particular, the seism[...]
Article : texte imprimé
Andre Filiatrault, Auteur ;
Ioannis P. Christovasilis, Auteur ;
Assawin Wanitkorkul, Auteur
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A full-scale, two-story, light-frame wood townhouse building, designed according to modern U.S. engineered seismic design requirements, was tested on two triaxial shake tables operating in unison. The main objective of this experimental study wa[...]
Article : texte imprimé
Yu-Chen Ou, Auteur ;
Ping-Hsiung Wang, Auteur ;
Mu-Sen Tsai, Auteur
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The seismic behavior of the proposed precast segmental unbonded posttensioned concrete bridge columns for use in regions of high seismicity was investigated experimentally. Posttensioning tendons were placed in the hollow core of the columns and[...]
Article : texte imprimé
Francesca Giussani, Auteur ;
Franco Mola, Auteur
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The long-term behavior in the service stage of continuous composite steel-concrete beams with deformable connectors subjected to uniaxial bending and axial load is presented. The problem is dealt with by recurring to the displacement method, ass[...]
Article : texte imprimé
Chaoming Yu, Auteur ;
Zhaohui Huang, Auteur ;
Ian W. Burgess, Auteur
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A three-dimensional (3D) eight-noded brick element, which is capable of representing the performance of composite structures subjected to 3D stress conditions at ambient and high temperatures, has been developed and incorporated into a finite-el[...]
Article : texte imprimé
Andreas Stavridis, Auteur ;
P. B. Shing, Auteur
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The evaluation of the seismic performance of masonry-infilled reinforced concrete (RC) frames has been a major challenge for structural engineers. This paper addresses pertinent issues on the development and calibration of nonlinear finite-eleme[...]
Article : texte imprimé
Jae H. Chung, Auteur ;
Gary R. Consolazio, Auteur ;
Robert J. Dinan, Auteur
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This paper describes the development of a finite-element model capable of representing a blast-resistant flexible window (flex window) system developed by the Air Force Research Laboratory/Airbase Technologies Division. Computational fluid-struc[...]
Article : texte imprimé
Benedikt Weber, Auteur ;
Patrick Paultre, Auteur
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This paper presents a sensitivity-based damage identification of a three-dimensional truss tower tested in the laboratory. A finite-element model is updated by modal parameters obtained from ambient vibration measurements. The paper focuses on d[...]
Article : texte imprimé
A cold-formed steel framed shear wall may fail in shear buckling of the sheathing, local buckling or distortional buckling of the framing member under compression forces or connection failures. An unusual distortional buckling mode on boundary s[...]
Article : texte imprimé
Dat Duthinh, Auteur ;
Emil Simiu, Auteur
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In accordance with the ASCE Standard 7-05, in regions subjected to wind and earthquakes, structures are designed for loads induced by wind and, separately, by earthquakes, and the final design is based on the more demanding of these two loading [...]
Article : texte imprimé
Murray J. Morrison, Auteur ;
Gregory A. Kopp, Auteur
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The current investigation extends the previous work in calculating components and cladding loads for standing seam metal roof clips. It was found that the ASCE 7-05 wind loads for these clips are conservative, while several other studies have sh[...]
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