Journal of structural engineering, Vol. 138 N° 1. Journal of structural engineering - Janvier 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 1. Journal of structural engineering - Janvier 2012 |
| Type de document : | Bulletin |
| Paru le : | 29/04/2012 |
Dépouillements
Article : texte imprimé
Jason C. Stith, Auteur ;
Todd A. Helwig, Auteur ;
Williamson, Eric B., Auteur
|
The stability of I-girders during erection can be difficult to assess because of the limited presence of bracing and uncertainty in the support conditions of the girders. The behavior of curved girders during the early stages of construction is [...]
Article : texte imprimé
Daniel M. Dowden, Auteur ;
Ronny Purba, Auteur ;
Michel Bruneau, Auteur
|
This paper presents insights on the combined contribution of posttensioning and beam-to-column joint rocking connection in self-centering steel plate shear walls (SC-SPSWs). Moment, shear, and axial force diagrams along the boundary beam are dev[...]
Article : texte imprimé
Patricia M. Clayton, Auteur ;
Jeffrey W. Berman, Auteur ;
Laura N. Lowes, Auteur
|
The self-centering steel plate shear wall (SC-SPSW) is a new seismic load-resisting system that combines the strength and stiffness properties of the SPSW with the recentering capabilities of posttensioned (PT) beam-to-column connections. This p[...]
Article : texte imprimé
Efe Gokce Kurt, Auteur ;
Ozgur Kurc, Auteur ;
Baris Binici, Auteur
|
Pseudodynamic testing was employed to observe the seismic performance of two retrofit methods on two-story, three-bay frame structures. The test frames had hollow clay tile (HCT) infill in the central bay and incorporated the seismic deficiencie[...]
Article : texte imprimé
Ramesh Kumar, Auteur ;
Paolo Gardoni, Auteur
|
Current seismic design of bridges is based on “one-time” performance of the bridges during the design seismic event. However, there might be a considerable probability of observing more than one damaging earthquakes in a bridge’s service life. B[...]
Article : texte imprimé
Clay Naito, Auteur ;
John Hoemann, Auteur ;
Mark Beacraft, Auteur
|
Insulated precast concrete sandwich wall panels are commonly used for exterior cladding on building structures. The insulation is sandwiched between exterior and interior concrete layers to reduce the heating and cooling costs for the structure.[...]
Article : texte imprimé
Christopher R. Urmson, Auteur ;
Mander, John B., Auteur
|
The local buckling behavior of longitudinal reinforcing steel, which occurs between two transverse hoops, is examined using rational mechanics, taking into account the full plastic behavior of the steel and the effects of true stress and strain.[...]
Article : texte imprimé
The direct differentiation method (DDM) has been shown to be an accurate and efficient approach to computing the sensitivity of structural response to uncertain parameters of constitutive models and finite-element formulations. Although it is we[...]
Article : texte imprimé
Tonatiuh Rodriguez-Nikl, Auteur ;
Chung-Sheng Lee, Auteur ;
Gilbert A. Hegemier, Auteur
|
Measures to prevent progressive collapse of structures include protection of critical elements such as columns. In support of this goal, nine tests were conducted to assess the as-built performance of typical columns and the effectiveness of car[...]
Article : texte imprimé
Weiping Zhang, Auteur ;
Xiaobin Song, Auteur ;
Xianglin Gu, Auteur
|
This paper presents the results of a study on the compressive behavior of timber columns with longitudinal cracks. Material property tests and full-scale compression tests were conducted to investigate the failure modes and the recovery in the l[...]
Article : texte imprimé
Minghao Li, Auteur ;
Ricardo O. Foschi, Auteur ;
Frank Lam, Auteur
|
This paper presents an extension to an algorithm called HYST to develop the hysteresis characteristics of a nail connection. The paper also discusses the implementation of the algorithm in a finite-element model of a wood shear wall, called WALL[...]
Article : texte imprimé
Therese McAllister, Auteur ;
Robert MacNeill, Auteur ;
Omer Erbay, Auteur
|
This paper presents the structural analysis approach used and results obtained during the investigation conducted by the National Institute of Standards and Technology (NIST) to model the sequence of fire-induced damage and failures leading to t[...]
Article : texte imprimé
Three-dimensional thermal and mechanical coupled finite-element models are proposed to study the structural behaviors of shear connectors under fire. Thermal, mechanical, and geometrical nonlinearities are incorporated into the models. With the [...]
Article : texte imprimé
Jun-Mo Yang, Auteur ;
Joo-Ha Lee, Auteur ;
Young-Soo Yoon, Auteur
|
Vertical loading tests are reported for six double-sided, high-strength concrete corbel specimens. The primary variables of the investigation were the percentage of steel fibers and the anchorage method of the main tension tie. The test results [...]
Article : texte imprimé
Steve P. Verrill, Auteur ;
David E. Kretschmann, Auteur
|
Confusion in the literature about the definition and calculation of repetitive member factors is identified. This confusion casts some doubt on the validity of the 1.15 repetitive member factor permitted in ASTM standards D245 and D1990.
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
