Journal of structural engineering, Vol. 137 N° 2. Journal of structural engineering. American society of civil engineering - Fevrier 2011
| Titre : | Journal of structural engineering, Vol. 137 N° 2. Journal of structural engineering. American society of civil engineering - Fevrier 2011 |
| Type de document : | Bulletin |
| Paru le : | 23/06/2011 |
Dépouillements
Article : texte imprimé
Derrick C. Y. Yap, Auteur ;
Gregory J. Hancock, Auteur
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High-strength cold-formed steel sections are commonly used in a variety of applications including residential construction. These steel sections typically have a nominal yield stress of 550 MPa and the use of such high-strength material allows f[...]
Article : texte imprimé
Federico M. Mazzolani, Auteur ;
Piluso, Vincenzo, Auteur ;
Gianvittorio Rizzano, Auteur
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Metal members are able to exhibit plastic deformations whose amplitude depends on the local slenderness of the plate elements constituting the member section, provided that global instabilities are prevented. This local slenderness depends on th[...]
Article : texte imprimé
Mark Mahan, Auteur ;
Dafalias, Yannis F., Auteur ;
Mahdi Taiebat, Auteur
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A simple constitutive model for the inelastic response of steel under monotonic and random cyclic loading conditions is developed within the framework of bounding surface plasticity. The particular feature that distinguishes this model from othe[...]
Article : texte imprimé
Alper Ucak, Auteur ;
Panos Tsopelas, Auteur
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A rate-independent cyclic plasticity model for structural steels with a yield plateau is proposed. The model couples nonlinear kinematic hardening with a memory surface in the plastic strain space, to account for the progressive cyclic hardening[...]
Article : texte imprimé
M. Schachter, Auteur ;
A. M. Reinhorn, Auteur
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The dynamic analysis of inelastic structures with geometric nonlinearities experiencing large deformations and buckling is challenging, in particular, if three-dimensional space effects are considered. This paper introduces a new formulation of [...]
Article : texte imprimé
Jong-Shyong Wu, Auteur ;
Yung-Chuan Chen, Auteur
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For convenience, a horizontally circular curved beam without any attachments is called a “bare” curved beam and the one carrying any attachments is called a “loaded” curved beam, in this paper. For the out-of-plane free vibrations of bare curved[...]
Article : texte imprimé
A. J. Roffel, Auteur ;
R. Lourenco, Auteur ;
S. Narasimhan, Auteur
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Detuning, resulting from deterioration, inadvertent changes to structure properties, and design forecasting, can lead to a significant loss of performance in tuned mass dampers (TMDs). To overcome this issue, an adaptive compensation mechanism f[...]
Article : texte imprimé
Sung Jig Kim, Auteur ;
Curtis J. Holub, Auteur ;
Amr S. Elnashai, Auteur
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This paper presents analytical assessment of the effect of vertical earthquake ground motion on RC bridge piers. A bridge structure damaged during the Northridge Earthquake and a Federal Highway concept bridge design are examined. The effects of[...]
Article : texte imprimé
David Yeoh, Auteur ;
Massimo Fragiacomo, Auteur ;
Mary de Franceschi, Auteur
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This paper reports the experimental results of symmetrical push-out tests performed on notched and toothed metal plate connectors for laminated veneer lumber (LVL)-concrete composite floor systems. The characteristic shear strength and slip modu[...]
Article : texte imprimé
Madhu M. Karthik, Auteur ;
Mander, John B., Auteur
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Equations to obtain equivalent rectangular stress-block parameters for unconfined and confined concrete are derived for rapid (hand) analysis and design purposes. To overcome a shortcoming of existing commonly used stress-strain models that are [...]
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