Journal of structural engineering, Vol. 139 N° 2. Journal of structural engineering - Février 2013
| Titre : | Journal of structural engineering, Vol. 139 N° 2. Journal of structural engineering - Février 2013 |
| Type de document : | Bulletin |
| Paru le : | 10/09/2013 |
Dépouillements
Article : texte imprimé
Rolf H. Luchsinger, Auteur ;
Cédric Galliot, Auteur
|
The load-bearing behavior of a symmetric spindle-shaped Tensairity girder with 5-m span and thin chords is studied experimentally, numerically, and analytically. The influence of the air pressure on the load-deflection behavior is investigated f[...]
Article : texte imprimé
Vincent Denoël, Auteur ;
Thomas Canor, Auteur
|
The analysis of a cable with a small bending stiffness is a problem encountered in many engineering applications such as the fatigue assessment of stay cables, the modeling of pipeline laying operation, or the determination of bending stresses i[...]
Article : texte imprimé
It is known that the effectiveness of tuned mass dampers (TMDs) decreases as the input duration shortens. As a result, their use is commonly discouraged against short-duration, pulse-like ground motions, such as those occurring in near-field (NF[...]
Article : texte imprimé
Gang Li, Auteur ;
Larry A. Fahnestock, Auteur
|
Steel concentrically braced frames (CBFs) are used widely as a seismic lateral force–resisting system. Although modern CBFs designed for high seismic regions have considerable ductility, CBFs in moderate seismic regions are expected to have limi[...]
Article : texte imprimé
Eamon, Christopher D., Auteur ;
Elin Jensen, Auteur
|
A procedure for conducting reliability analysis of RC beams subjected to a fire load is presented. This involves identifying relevant load combinations, specifying critical load and resistance random variables, and establishing a high-temperatur[...]
Article : texte imprimé
Dario Coronelli, Auteur ;
Kamyab Zandi Hanjari, Auteur ;
Karin Lundgren, Auteur
|
It is not uncommon that cover cracking, spalling, and delamination occur in many corroding RC structures. Previous research has mainly been concerned with corrosion levels leading to cover cracking along the main reinforcement, whereas corrosion[...]
Article : texte imprimé
Yu, Jun, Auteur ;
Kang Hai Tan, Auteur
|
Six RC beam-column subassemblages, consisting of two single-bay beams, one middle joint, and two end column stubs, were quasi-statically tested under a middle column removal scenario. The tests were aimed at investigating whether there are alter[...]
Article : texte imprimé
John W. Van De Lindt, Auteur ;
Shiling Pei, Auteur ;
Thang Dao, Auteur
|
Tornadoes represent a unique natural hazard because of the very low probability of occurrence, short warning times (on the order of only a few minutes), and the intense and destructive forces imposed on engineered and nonengineered buildings. Th[...]
Article : texte imprimé
T. K. Guha, Auteur ;
R. N. Sharma, Auteur ;
J. P. Richards, Auteur
|
Analytical and associated numerical investigations of the fluctuating internal pressures induced through a dominant opening in real buildings with leaky and flexible envelopes are undertaken. The damping effect of these factors both separately a[...]
Article : texte imprimé
Yong Chul Kim, Auteur ;
Akihito Yoshida, Auteur ;
Yukio Tamura, Auteur
|
A large number of wind pressure experiments have been performed to investigate the influence of surrounding buildings on wind pressures and forces on a cubical low-rise building. The primary purpose of the present work was to understand the effe[...]
Article : texte imprimé
Gregory A. Kopp, Auteur ;
David Banks, Auteur
|
ASCE 7 does not provide design wind loads for roof-mounted solar panels. This paper discusses the use of the wind tunnel test method, called Method 3 in ASCE 7-05, which was originally intended for obtaining design wind loads for individual buil[...]
Article : texte imprimé
A Rayleigh quotient is developed to calculate estimates of the fundamental frequencies of tall slender buildings. The quotient provides simple analytical frequency estimates that agree well with results reported using a more detailed beam model [...]
Article : texte imprimé
R. A. Hawileh, Auteur ;
E. I. Saqan, Auteur ;
J. A. Abdalla, Auteur
|
In this paper, a set of simplified design equations for an unbonded posttensioned (PT) precast split hybrid shear wall system is developed. Such a system was proposed by the Precast Seismic Structural Systems (PRESSS) and can be used as a bearin[...]
Article : texte imprimé
J. Dario Aristizabal-Ochoa, Auteur
|
The authors presented an analytical model that, as indicated by the title, can be used to determine the second-order response of plane frames with one element par member.
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
