Journal of structural engineering, Vol. 139 N° 3. Journal of structural engineering - Mars 2013
| Titre : | Journal of structural engineering, Vol. 139 N° 3. Journal of structural engineering - Mars 2013 |
| Type de document : | Bulletin |
| Paru le : | 10/09/2013 |
Dépouillements
Article : texte imprimé
A. M. Kanvinde, Auteur ;
J. Liu, Auteur ;
X. Fu, Auteur
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The strength of fillet weld groups, loaded with an out-of-plane eccentricity, is controlled by complex interactions of weld yielding, as well as bearing between the connected parts. Current models that characterize connection strength, including[...]
Article : texte imprimé
Drew D. A. Clements, Auteur ;
Teh, Lip H., Auteur
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In the steel design codes worldwide, the shear area for calculating the block shear capacity of a bolted connection is either the gross or the net shear area. The authors have previously noted independent experimental evidence indicating the she[...]
Article : texte imprimé
Teh, Lip H., Auteur ;
Benoit P. Gilbert, Auteur
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This paper examines the accuracy of equations specified by the North American and Australasian steel structures codes for determining the net section tension capacity of a cold-formed steel angle brace bolted at one leg. The configurations teste[...]
Article : texte imprimé
This paper investigated the accuracy of the AISC analysis methods in determining flexural strength of concrete-encased members. Analytical results from analyses performed using the AISC methods and a proposed method were compared with test data [...]
Article : texte imprimé
Lu Wang, Auteur ;
Ray Kai-Leung Su, Auteur
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Steel jacketing has been widely used for strengthening RC columns in the last four decades. In practice, the RC columns to be strengthened are usually subjected to eccentric precompressed axial loads. Until now, there have been only limited stud[...]
Article : texte imprimé
Cheol-Ho Lee, Auteur ;
Hong-Gun Park, Auteur ;
Chang-Hee Park, Auteur
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In this study, the cyclic seismic performance of a concrete-filled U-shaped steel beam to H-shaped steel column connections was experimentally evaluated. The concrete-filled U-shaped steel beams were compositely attached to the concrete floor sl[...]
Article : texte imprimé
Hassan Moghimi, Auteur ;
Driver, Robert G., Auteur
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Previous research on steel plate shear walls (SPSWs) and current design codes have focused principally on achieving highly ductile behavior through stringent detailing requirements. As such, the system is generally considered to be economical on[...]
Article : texte imprimé
Bora Gencturk, Auteur ;
Amr S. Elnashai, Auteur ;
Michael D. Lepech, Auteur
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The objective of the research presented in this paper is to investigate, experimentally, the effect of material- and section-level parameters on the structural response of concrete and engineered cementitious composite (ECC) buildings. In additi[...]
Article : texte imprimé
Thomas M. Frankie, Auteur ;
Bora Gencturk, Auteur ;
Amr S. Elnashai, Auteur
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Unreinforced masonry (URM) structures represent a significant portion of the residential building stock of the central and eastern United States. Fifteen percent of homes in the eight-state region impacted by the New Madrid Seismic Zone are URM [...]
Article : texte imprimé
Maryam Eidini, Auteur ;
Daniel P. Abrams, Auteur ;
Larry A. Fahnestock, Auteur
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Hybrid masonry is an innovative technology for seismic design of buildings. The system uses reinforced masonry panels within a steel-framed structure, where steel connector plates link the steel frame to the masonry panels. The system has been u[...]
Article : texte imprimé
Benjin Zhu, Auteur ;
Dan M. Frangopol, Auteur
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Structures deteriorate as a result of material aging, aggressive environmental conditions, and increasing loads. During their lifetime, structures are also possibly exposed to some extreme events. The associated consequences of failure caused by[...]
Article : texte imprimé
Sunyong Kim, Auteur ;
Dan M. Frangopol, Auteur ;
Mohamed Soliman, Auteur
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This paper proposes a generalized probabilistic framework for optimum inspection and maintenance planning of deteriorating structures. The proposed framework covers (1) the damage occurrence and propagation and service life prediction under unce[...]
Article : texte imprimé
Stephen Vardy, Auteur ;
MacDougall, Colin, Auteur
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Straw bale construction is a nonconventional technique that involves stacking common straw bales and then applying layers of plaster to form load-bearing walls. The straw bales provide insulation, whereas the plaster protects the bales from mois[...]
Article : texte imprimé
One of the problems encountered in the estimation of wind effects on high-rise structures is the development of combinations of wind-induced translational responses in possible conjunction with rotational responses and/or of forces and moments t[...]
Article : texte imprimé
In the case of nonproportionally damped structures, the forced decoupling method is often adopted in approximate analysis. However, it generally cannot satisfy the precision requirements for practical engineering. Taking this into account, metho[...]
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