Journal of structural engineering, Vol. 136 N° 10. Journal of structural engineering. American society of civil engineering - Octobre 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 10. Journal of structural engineering. American society of civil engineering - Octobre 2010 |
| Type de document : | Bulletin |
| Paru le : | 25/01/2011 |
Dépouillements
Article : texte imprimé
Alashker, Yasser, Auteur ;
Sherif El-Tawil, Auteur ;
Sadek, Fahim, Auteur
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This paper discusses the progressive collapse resistance of steel-concrete composite floors in which steel beams are attached to columns through shear tabs. This is a common type of system used for the gravity bay portions of steel buildings. Th[...]
Article : texte imprimé
This paper presents an experimental study of six steel shear tab connections to hollow structural section columns. This study focuses on the plastic behavior of shear tabs and their supporting column walls. The column walls had width-to-thicknes[...]
Article : texte imprimé
Jay A. Puckett, Auteur ;
Robert G. Erikson, Auteur ;
John P. Peiffer, Auteur
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Based on in-service inspection of poles with traditional designs, the inventory of Wyoming Department of Transportation (WYDOT) exhibited approximately a one-third cracking rate. A ring-stiffened connection is presently used. Sixteen fatigue tes[...]
Article : texte imprimé
Wael Kassem, Auteur ;
Ahmed Elsheikh, Auteur
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An analysis method for predicting the shear strength and behavior of structural shear walls under both monotonic and cyclic loading is presented in this paper. The proposed analysis method is based on the softened truss model theory and utilizes[...]
Article : texte imprimé
P. Paultre, Auteur ;
R. Eid, Auteur ;
Y. Langlois, Auteur
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This paper presents tests that were performed on square large-scale steel-fiber-reinforced high-strength concrete (HSC) columns under concentric compression loading. The experimental program was mainly designed to examine the effect of the volum[...]
Article : texte imprimé
Joao Henrique Jorge de Oliveira Negrao, Auteur ;
Catarina Alexandra Leitao de Oliveira, Auteur ;
Francisco Miguel Maia de Oliveira, Auteur
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The composite interaction in timber-concrete beams is usually achieved with mechanical devices, such as shear connectors or plates driven into the materials. However, this connecting system shows some inherent inconveniences, such as the need fo[...]
Article : texte imprimé
Joao Henrique Jorge de Oliveira Negrao, Auteur ;
Francisco Miguel Maia de Oliveira, Auteur ;
Catarina Alexandra Leitao de Oliveira, Auteur
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This paper reports an experimental program on composite timber-concrete beams with glued interface. The test results are compared to those provided by an analytical model based on the assumption of a fully composite behavior. Both cast-on-site a[...]
Article : texte imprimé
Joseph F. Miller, Auteur ;
Richard J. Schmidt, Auteur ;
William M. Bulleit, Auteur
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The current National Design Specification (NDS) for Wood Construction design methods for dowel-type connectors are based on four-yield modes for connections in double shear. These yield modes were formulated for use with steel dowels as fastener[...]
Article : texte imprimé
John W. Van De Lindt, Auteur ;
Shiling Pei, Auteur ;
Steven E. Pryor, Auteur
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In July 2009, a full-scale midrise light-frame wood apartment building was subjected to a series of earthquakes at the world’s largest shake table in Miki, Japan. This article focuses on the test results of that full-scale six-story light-frame [...]
Article : texte imprimé
Jessica Simon, Auteur ;
Joseph M. Bracci, Auteur ;
Paolo Gardoni, Auteur
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One of the greatest challenges in the United States today is overcoming the deterioration of an aging infrastructure system. In particular, the highway/bridge infrastructure system has traditionally been neglected of maintenance and repair. One [...]
Article : texte imprimé
Xiao-Kang Zou, Auteur ;
Qian Wang, Auteur ;
Gang Li, Auteur
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This paper presents an effective numerical reliability-based optimization technique for the design of base-isolated concrete building structures under spectrum loading. Attempts have been made to automate the integrated spectrum analysis, reliab[...]
Article : texte imprimé
Stana Zivanovic, Auteur ;
Aleksandar Pavic, Auteur ;
Einar Thor Ingolfsson, Auteur
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The research into modeling walking-induced dynamic loading and its effects on footbridge structures and people using them has been intensified in the past decade after some high profile vibration serviceability failures. In particular, the crowd[...]
Article : texte imprimé
James-A. Goulet, Auteur ;
Prakash Kripakaran, Auteur ;
Ian F. C. Smith, Auteur
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Measurements from load tests may lead to numerical models that better reflect structural behavior. This kind of system identification is not straightforward due to important uncertainties in measurement and models. Moreover, since system identif[...]
Article : texte imprimé
J. D. Ginger, Auteur ;
J. D. Holmes, Auteur ;
P. Y. Kim, Auteur
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A dominant opening in a windward wall will generate large positive internal pressures during windstorms, which, in combination with large suction pressures on the roof, commonly causes building failures and is hence a governing design criterion.[...]
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