Journal of structural engineering, Vol. 137 N° 6. Journal of structural engineering - Juin 2011
| Titre : | Journal of structural engineering, Vol. 137 N° 6. Journal of structural engineering - Juin 2011 |
| Type de document : | Bulletin |
| Paru le : | 08/09/2011 |
Dépouillements
Article : texte imprimé
Richard M. Gutkowski, Auteur ;
Nathan J. Miller, Auteur ;
Massimo Fragiacomo, Auteur
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This paper describes the behavior of wood-concrete composite beams in which the wood layer is composed of recycled utility poles. Two full-scale laboratory specimens of 7,500-mm (295-in.) span were constructed, with the concrete slab cast on the[...]
Article : texte imprimé
Zhijing Ou, Auteur ;
Baochun Chen, Auteur ;
Kai H. Hsieh, Auteur
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In this paper, an experimental and analytical investigation of concrete-filled steel tubular (CFST) laced columns is presented. These columns consist of four concrete-filled steel tubes that are laced together. A total of 27 experimental tests w[...]
Article : texte imprimé
M. Mohammadi, Auteur ;
V. Akrami, Auteur ;
R. Mohammadi-Ghazi, Auteur
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An experimental investigation was conducted to achieve engineered infilled frames in two stages. The first stage was aimed at discovering methods to raise infilled frames’ ductility, through testing six single-story single-bay infilled steel fra[...]
Article : texte imprimé
In-Rak Choi, Auteur ;
Hong-Gun Park, Auteur
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An experimental study was performed to investigate the cyclic behavior of walls that are composed of reinforced concrete boundary frames and thin steel infill plates. For this purpose, three-story steel plate infilled walls (SPIW) were tested. T[...]
Article : texte imprimé
Sergio F. Brena, Auteur ;
Onur Ihtiyar, Auteur
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The behavior of coupled-wall buildings primarily depends on the performance of coupling beams. Existing coupled-wall buildings designed and built prior to the 1970s contain coupling beams reinforced with horizontal and vertical bars. Seismic eva[...]
Article : texte imprimé
Panagiotou, Marios, Auteur ;
Restrepo, José I., Auteur
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This paper describes a displacement-based method of analysis for the performance-based seismic design of regular buildings with reinforced-concrete bearing walls acting as the lateral-force resisting system. The method considers two performance [...]
Article : texte imprimé
Panagiotou, Marios, Auteur ;
Restrepo, José I., Auteur ;
Joel P. Conte, Auteur
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This paper is a companion to “Displacement-Based Method of Analysis for Regular Reinforced-Concrete Wall Buildings: Application to a Full-Scale 7-Story Building Slice Tested at UC–San Diego” and presents key results obtained from a full-scale 7-[...]
Article : texte imprimé
Babak Moaveni, Auteur ;
Xianfei He, Auteur ;
Joel P. Conte, Auteur
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A full-scale 7-story reinforced concrete building slice was tested on the unidirectional University of California–San Diego Network for Earthquake Engineering Simulation (UCSD-NEES) shake table during the period from October 2005 to January 2006[...]
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