Journal of structural engineering, Vol. 138 N° 9. Journal of structural engineering - Septembre 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 9. Journal of structural engineering - Septembre 2012 |
| Type de document : | Bulletin |
| Paru le : | 18/10/2012 |
Dépouillements
Article : texte imprimé
Ana M. Girao Coelho, Auteur ;
Pedro D. Simao, Auteur ;
Frans S. K. Bijlaard, Auteur
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Steel columns in sway and nonsway frames that are spliced along their length generally have a lower strength capacity in compression. This load capacity can be further reduced owing to the inevitable presence of small geometrical imperfections i[...]
Article : texte imprimé
Mark D. Denavit, Auteur ;
Jerome F. Hajjar, Auteur
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Accurate nonlinear formulations are necessary for the assessment of structures under seismic and other extreme loading. In this work, a three-dimensional distributed plasticity beam element formulation for circular concrete-filled steel tubes ha[...]
Article : texte imprimé
Steven J. Fulmer, Auteur ;
Mervyn J. Kowalsky, Auteur ;
James M. Nau, Auteur
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This paper presents the findings of an investigation on the flexural performance of hollow steel pipe piles subjected to reversed cyclic loading. The testing evaluated both spirally double submerged arc welded (DSAW) and traditional longitudinal[...]
Article : texte imprimé
Xiaobin Song, Auteur ;
Frank Lam, Auteur
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This paper presents a study on the critical buckling load and lateral bracing force of metal-plate-connected (MPC) wood truss assemblies. A three-dimensional finite-element method (FEM) based computer program was developed, calibrated, and verif[...]
Article : texte imprimé
Jung-Pyo Hong, Auteur ;
Chun Ni, Auteur ;
Matt Vinson, Auteur
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A high-performance wood-frame shear wall system, named the MIDPLY truss wall (MTW), was developed for application to midrise wood-frame buildings. The basic MTW system consists of metal-plate–connected wood trusses, sheathing panels, and steel t[...]
Article : texte imprimé
This paper discusses the nonlinear mechanical behavior of timber-concrete structures, mainly when dowel-type fasteners are used in the connections. These nonlinear phenomena result from the nonlinear mechanical behavior of the materials and conn[...]
Article : texte imprimé
Jonathan B. Hurff, Auteur ;
Lawrence F. Kahn, Auteur
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Precast structural concrete beams have become longer and more slender, increasing the likelihood of a stability failure. Although there are methods to determine the lateral-torsional buckling load for reinforced and prestressed concrete beams, t[...]
Article : texte imprimé
Maria Pia Repetto, Auteur ;
Giovanni Solari, Auteur
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Wind-induced fatigue is a crucial topic in the design of wind-sensitive structures. Despite this, methods proposed in literature are mainly addressed to research, or they are too simplified for engineering applications. Thus, suitable engineerin[...]
Article : texte imprimé
Siu-Kui Au, Auteur ;
Ping To, Auteur
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This paper presents work on validating the dynamic wind load predicted by a wind tunnel model with the values identified from full-scale field vibration data of a super-tall building in Hong Kong. Dynamic wind load in this work refers to the pow[...]
Article : texte imprimé
This paper deals with the allocation and sizing of multiple-tuned mass dampers (MTMDs) in an attempt to retrofit footbridges with multiple critical modes resulting from the excitation of pedestrian traffic. The simple and practical methodology p[...]
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