Journal of structural engineering, Vol. 136 N° 2. Journal of structural engineering - Fevrier 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 2. Journal of structural engineering - Fevrier 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
F. Weber, Auteur ;
J. Høgsberg, Auteur ;
Krenk, S., Auteur
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This paper investigates numerically the optimal tuning of Coulomb friction dampers on cables, where the optimality criterion is maximum additional damping in the first vibration mode. The expression for the optimal friction force level of Coulom[...]
Article : texte imprimé
F. Gordaninejad, Auteur ;
X. Wang, Auteur ;
G. Hitchcock, Auteur
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In this work, a large-scale magneto-rheological fluid (MRF) bypass valve damper for seismic mitigation applications is designed, constructed, and tested. The damper utilizes a simple design, with a modular bypass MRF valve, connected to a passiv[...]
Article : texte imprimé
Suzhen Li, Auteur ;
Zhishen Wu, Auteur
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Long-term monitoring on the degradation of concrete structures has been a major engineering concern in many parts of the world. On the basis of the distributed long-gauge fiber optic sensors recently developed at Ibaraki University, this paper i[...]
Article : texte imprimé
Graeme J. Ballantyne, Auteur ;
Andrew S. Whittaker, Auteur ;
Gary F. Dargush, Auteur
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In blast engineering, many designs begin with simplified hand procedures with the loading parameters determined based upon a reflective surface of infinite size. Individual structural members such as columns have finite widths and should be cons[...]
Article : texte imprimé
J. J. Filliben, Auteur ;
E. Simiu, Auteur
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This work has two objectives. The first objective is to introduce structural engineers to the experiment design technique, whose future applications may include, for example, the total response of tall buildings, the strength reserve of statical[...]
Article : texte imprimé
Cheol-Ho Lee, Auteur ;
Seonwoong Kim, Auteur ;
Kyungkoo Lee, Auteur
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In this study, a parallel axial-flexural hinge model capable of representing postyield flexural behavior and considering interaction effects of axial force and moment is proposed for a simplified nonlinear progressive collapse analysis of welded[...]
Article : texte imprimé
Jun Dong, Auteur ;
Sause, Richard, Auteur
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This paper describes research results for an innovative curved highway bridge girder system, which uses I-shaped steel girders with hollow rectangular tubes as flanges. The increased torsional stiffness provided by the tubular flanges dramatical[...]
Article : texte imprimé
Stefan Ernst, Auteur ;
Russell Q. Bridge, Auteur ;
Andrew Wheeler, Auteur
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Controversy has risen about the suitability of small-scaled pushout tests to satisfactorily model the behavior of shear connections in composite beams. However, the determination of the strength of the shear connectors from full-scale composite [...]
Article : texte imprimé
Natalino Gattesco, Auteur ;
Lorenzo Macorini, Auteur ;
Massimo Fragiacomo, Auteur
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The paper investigates the design of continuous steel-concrete composite beams with compact cross section using the elastic analysis with limited redistribution. The permissible moment redistribution which satisfies the requirements of the ultim[...]
Article : texte imprimé
Jung-Woong Park, Auteur ;
Sukit Yindeesuk, Auteur ;
Tjen Tjhin, Auteur
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Several codes of practice now support the use of the strut-and-tie method (STM) for the design of complex regions in structural concrete. In this method, a load-resisting truss is idealized and designed to carry the applied forces through these [...]
Article : texte imprimé
Xiaobin Song, Auteur ;
Frank Lam, Auteur
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This paper presents a study on the stability capacity and lateral bracing requirements of wood beam-columns subjected to biaxial eccentric compression loads. Material property tests and wood beam-column tests were conducted to provide input para[...]
Article : texte imprimé
Andrea Frangi, Auteur ;
Markus Knobloch, Auteur ;
Mario Fontana, Auteur
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The structural behavior of timber-concrete composite slabs is mainly governed by the shear connection between timber and concrete. When a timber-concrete composite structure is exposed to fire, it is of particular importance to know the changes [...]
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