Journal of structural engineering, Vol. 138 N° 3. Journal of structural engineering - Mars 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 3. Journal of structural engineering - Mars 2012 |
| Type de document : | Bulletin |
| Paru le : | 17/05/2012 |
Dépouillements
Article : texte imprimé
Z. W. Chen, Auteur ;
Y. L. Xu, Auteur ;
X. M. Wang, Auteur
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Long-span suspension bridges carrying both highway and railway have been built in wind-prone regions. The estimation of fatigue damage of such bridges under the long-term combined action of railway, highway, and wind loading represents a challen[...]
Article : texte imprimé
This paper presents a reliability-based evaluation of the American National Standards Institute/Steel Deck Institute (ANSI/SDI) C1.0 and Structural Engineering Institute/American Society of Civil Engineers (SEI/ASCE) 37 design provisions for com[...]
Article : texte imprimé
S. F. Darehshouri, Auteur ;
N. E. Shanmugam, Auteur ;
S. A. Osman, Auteur
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This paper is concerned with the ultimate shear capacity of steel-concrete composite plate girders in which one of the flanges of the steel girder is connected to reinforced concrete slab through shear connectors so that the steel girder and the[...]
Article : texte imprimé
K. H. Lien, Auteur ;
Y. J. Chiou, Auteur ;
P. A. Hsiao, Auteur
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This study uses the vector form intrinsic finite-element (VFIFE) method to investigate the inelastic large deflection behavior of steel frames with semirigid joints. The structural connections are modeled by the two-node, multidegree-of-freedom [...]
Article : texte imprimé
Teh, Lip H., Auteur ;
Benoit P. Gilbert, Auteur
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This paper examines the accuracy of design equations specified in the North American, European and Australasian codes for cold-formed steel structures in determining the net section tension capacity of bolted connections in flat steel sheets. It[...]
Article : texte imprimé
Gary S. Prinz, Auteur ;
Paul W. Richards, Auteur
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Braced frames are often used to resist lateral earthquake loads in steel buildings, but braces can interfere with architectural features. Eccentrically braced frames (EBFs) will accommodate windows, doors, and halls, but have performance limitat[...]
Article : texte imprimé
M. Kurata, Auteur ;
R. T. Leon, Auteur ;
R. DesRoches, Auteur
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The goal of this study is to design and evaluate simple and rapid seismic retrofit devices for relatively small rehabilitation projects for steel structures. These designs are consistent with the tenets of sustainable design and will result in a[...]
Article : texte imprimé
E. Tubaldi, Auteur ;
Barbato, M., Auteur ;
A. Dall’Asta, Auteur
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This paper uses a fully probabilistic approach to investigate the seismic response of multispan continuous bridges with dissipative piers and a steel–concrete composite (SCC) deck, the motion of which is transversally restrained at the abutments[...]
Article : texte imprimé
Rodgers, W. Geoffrey, Auteur ;
Solberg, Kevin M., Auteur ;
Mander, John B., Auteur
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An experimental and computational study of an 80-percent scale precast concrete 3D beam-column joint subassembly designed with high force-to-volume (HF2V) dampers and damage-protected rocking connections is presented. A prestress system is imple[...]
Article : texte imprimé
G. E. Thermou, Auteur ;
S. J. Pantazopoulou, Auteur ;
Amr S. Elnashai, Auteur
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A methodology is developed in this paper for the design and proportioning of interventions for seismic upgrading of substandard reinforced-concrete (RC) buildings. The retrofit approach is presented in the form of a simple design tool that aims [...]
Article : texte imprimé
R. B. Khadiranaikar, Auteur ;
Mahesh M. Awati, Auteur
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Most of the existing codes are using stress-block parameters which were derived for normal strength concrete. Several researchers in the past have reported that use of ACI 318 stress-block parameters results in un-conservative design of reinforc[...]
Article : texte imprimé
This paper addressed the influence of stirrup configurations in wide beams on the effectiveness of stirrups in contributing to shear resistance as a ratio of the nominal shear stirrup strength. The evaluation was made by testing 16 continuous, w[...]
Article : texte imprimé
Hong-Gun Park, Auteur ;
You-Ni Kim, Auteur ;
Jin-Gyu Song, Auteur
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An experimental study was performed to investigate the unbalanced moment-carrying capacity of slab-column connections reinforced with lattice shear reinforcement. Cyclic loading tests were performed on four specimens with this lattice shear rein[...]
Article : texte imprimé
Charles V. Camp, Auteur ;
Alper Akin, Auteur
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A procedure is developed for designing low-cost or low-weight cantilever reinforced concrete retaining walls, with base shear keys, using big bang–big crunch (BB-BC) optimization. The objective of the optimization is to minimize the total cost o[...]
Article : texte imprimé
Y. Deng, Auteur ;
C. Y. Tuan, Auteur ;
Xiao, Y., Auteur
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Nine simply supported circular steel concrete-filled tubes (CFTs), two circular steel posttensioned concrete-filled tubes (PTCFTs), and one circular steel fiber–reinforced concrete-filled tube (FRCFT) have been tested in an instrumented drop-wei[...]
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