Journal of structural engineering, Vol. 139 N° 1. Journal of structural engineering - Janvier 2013
| Titre : | Journal of structural engineering, Vol. 139 N° 1. Journal of structural engineering - Janvier 2013 |
| Type de document : | Bulletin |
| Paru le : | 20/03/2013 |
Dépouillements
Article : texte imprimé
Sangjoon Park, Auteur ;
Khalid M. Mosalam, Auteur
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The paper presents the experimental investigation of full-scale RC corner beam-column joints without transverse reinforcement in the joint region leading to nonductile behavior in many exiting RC buildings. The experimental study considered two [...]
Article : texte imprimé
R. Ren, Auteur ;
C. J. Naito, Auteur
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A variety of connector details are used to provide integrity and force transfer between precast concrete panels in building floor diaphragms. To assess the adequacy of these connectors a large number of experiments have been conducted on discret[...]
Article : texte imprimé
Carlos Zanuy, Auteur ;
Luis Albajar, Auteur ;
Pablo De la Fuente, Auteur
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The paper describes a numerical model to analyze the fatigue behavior of RC anchorage zones. The model takes into account the cycle-dependent bond-slip behavior at the steel-concrete interface and is able to reproduce the experimental increase o[...]
Article : texte imprimé
Plaut, Raymond H., Auteur ;
Cristopher D. Moen, Auteur
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The lifting of horizontally curved beams (or almost-straight beams with an imperfection in shape) is considered, with application in the construction of bridges. A circularly curved beam that is suspended at two symmetric locations by vertical o[...]
Article : texte imprimé
Chakrabarti, A., Auteur ;
Sheikh, A. H., Auteur ;
M. Griffith, Auteur
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Dynamic response of composite beams with partial interaction is presented using a one-dimensional finite-element model based on a higher-order beam theory. The proposed model takes into account the effect of partial shear interaction between the[...]
Article : texte imprimé
Halima Dewanbabee, Auteur ;
Sreekanta Das, Auteur
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External corrosion is found in many onshore oil and gas pipelines, and corrosion is a major cause of structural failure of these pipelines. Onshore buried pipelines can be subjected to axial, bending, shear, and other complex loadings as a resul[...]
Article : texte imprimé
M. R. Mohamadi-Shooreh, Auteur ;
M. Mofid, Auteur ;
S. L. McCabe, Auteur
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Based on the current knowledge of steel moment connections, an empirical predictive three-parameter exponential model to depict the moment-rotation (M–θ) relationship of bolted flush endplate beam-to-beam (BFEB) connections is presented in this [...]
Article : texte imprimé
K. H. Tan, Auteur ;
T. C. Fung, Auteur ;
M. P. Nguyen, Auteur
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The structural behavior of circular hollow section (CHS) T-joints subjected to axial brace compression in fire conditions was investigated. Five full-scale tubular joints with different brace-to-chord diameter ratios were tested under elevated t[...]
Article : texte imprimé
Jianguo Nie, Auteur ;
Jiansheng Fan, Auteur ;
Xiaogang Liu, Auteur
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Tianjin Jinta Tower is the first high-rise building built with steel plate shear walls in China. The main lateral force resisting system is the composite core tube composed of steel plate shear walls and concrete-filled steel tubular columns. To[...]
Article : texte imprimé
H. S. Lew, Auteur ;
Joseph A. Main, Auteur ;
Stephen D. Robert, Auteur
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This paper presents an experimental study of two full-scale steel beam-column assemblies, each comprising three columns and two beams, to (1) define their response characteristics under a column-removal scenario, including the capacity of the be[...]
Article : texte imprimé
Sadek, Fahim, Auteur ;
Joseph A. Main, Auteur ;
H. S. Lew, Auteur
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This paper presents a computational investigation of the response of steel beam-column assemblies with moment connections under monotonic loading conditions simulating a column removal scenario. Two beam-column assemblies are analyzed, which inc[...]
Article : texte imprimé
Dimitrios G. Lignos, Auteur ;
Tsuyoshi Hikino, Auteur ;
Yuichi Matsuoka, Auteur
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This paper presents key parameters that affect numerical modeling of steel frame structures for reliable collapse simulations. The collapse assessment is based on experimental data obtained from a full-scale shaking table collapse test of a 4-st[...]
Article : texte imprimé
Torsional response for one-way or two-way asymmetric linear/nonlinear structural systems under uni- and bidirectional seismic excitations increases the maximum displacement demand on structural systems. In this study, we consider instantaneous l[...]
Article : texte imprimé
Carlos A. Cruz Noguez, Auteur ;
M. Saiid Saiidi, Auteur
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Three unconventional details for the plastic hinge regions of bridge columns subjected to seismic loads were developed, designed, and implemented in a large-scale, four-span RC bridge. Superelastic shape memory alloys (SMAs), engineered cementit[...]
Article : texte imprimé
Shi Liu, Auteur ;
Gordon P. Warn, Auteur ;
Jeffrey W. Berman, Auteur
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A steel plate shear wall (SPSW) with thin, unstiffened web plates is one type of seismic lateral force–resisting system that is gaining popularity. SPSWs are used in low to midrise building construction typically with two or more frames in each [...]
Article : texte imprimé
Massimo Fragiacomo, Auteur ;
Jörg Schänzlin, Auteur
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Timber-concrete composite beams are statically indeterminate structures where a concrete topping is connected via shear connectors to a timber beam. Because effects such as drying shrinkage of concrete, variations of timber moisture content, and[...]
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