Journal of structural engineering, Vol. 137 N° 1. Journal of structural engineering. American society of civil engineering - Janvier 2011
| Titre : | Journal of structural engineering, Vol. 137 N° 1. Journal of structural engineering. American society of civil engineering - Janvier 2011 |
| Type de document : | Bulletin |
| Paru le : | 23/06/2011 |
Dépouillements
Article : texte imprimé
Qin Pan, Auteur ;
Kirk Grimmelsman, Auteur ;
Franklin Moon, Auteur
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Characterization of constructed civil-engineering systems through structural identification (St-Id) has gained increasing attention in recent years due to its potential to enable more effective infrastructure asset management and performance-bas[...]
Article : texte imprimé
Ji, Xiaodong, Auteur ;
Gregory L. Fenves, Auteur ;
Kajiwara, Kouichi, Auteur
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A series of full-scale tests was conducted on the E-Defense shaking table facilities in Japan to simulate various levels of realistic seismic damage in a high-rise structural steel building. During the shaking table tests, the specimen experienc[...]
Article : texte imprimé
Sunyong Kim, Auteur ;
Dan M. Frangopol, Auteur
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The state of a structural system subjected to deterioration processes is changing continuously. This state cannot be reliably predicted without considering both aleatory and epistemic uncertainties. To reduce the epistemic uncertainty, inspectio[...]
Article : texte imprimé
Andrea Lucchini, Auteur ;
Giorgio Monti, Auteur ;
Sashi Kunnath, Auteur
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Findings from nonlinear dynamic analyses investigating the torsional response of a two-way asymmetric single-story building under biaxial excitations are reported. Ground motions of increasing intensities, characterized by varying angles of inci[...]
Article : texte imprimé
Damage modeling and damage limit state criterion for wood-frame buildings subjected to seismic loads
Hao Liang, Auteur ;
Yi-Kwei Wen, Auteur ;
Greg C. Foliente, Auteur
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Current research trends in residential construction focus on the development of performance-based design methodologies for wood structures. As one key prerequisite to the implementation of such design concept, the performance objectives and thei[...]
Article : texte imprimé
Clive L. Dym, Auteur ;
Harry E. Williams, Auteur
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This paper presents analytical estimates of the behavior exhibited by curved, archlike structures under radially directed and gravitational line loads. The behavior is shown to range from elementary beam bending at one end to a state of pure com[...]
Article : texte imprimé
Minmao Liao, Auteur ;
Taichiro Okazaki, Auteur ;
Roberto Ballarini, Auteur
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Reported evidence suggests that failure of gusset plates initiated the collapse of the I-35W Bridge in Minneapolis, Minnesota. The particular gusset plates were at a panel point designated as U10. Therefore, an analytical investigation was condu[...]
Article : texte imprimé
N. K. Raut, Auteur ;
V. K. R. Kodur, Auteur
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The behavior of RC columns, especially those fabricated from high-strength concrete (HSC), under design fire exposure is not well quantified. Results from fire resistance experiments on six RC columns are presented in this paper. The test variab[...]
Article : texte imprimé
Hongxia Yu, Auteur ;
I. W. Burgess, Auteur ;
J. B. Davison, Auteur
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This paper reports on a set of test results on flush end plate connections at ambient and elevated temperatures. The experiments aimed to investigate the behavior of connections at the ends of unprotected beams in fire situations, when they may [...]
Article : texte imprimé
Ehab Hamed, Auteur ;
Bradford, Mark A., Auteur ;
R. Ian Gilbert, Auteur
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The failure behavior of thin-walled shallow concrete domes under short-term and long-term loading is investigated theoretically and experimentally. The paper focuses on the long-term effects of creep and shrinkage, the material nonlinearity of t[...]
Article : texte imprimé
H. Mostafaei, Auteur ;
Vecchio, F. J., Auteur ;
P. Gauvreau, Auteur
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The use of externally post-tensioned fiber-reinforced concrete decks in highway bridge structures is seen as a viable option in the move toward the design and construction of high-performance structures. However, with the thin unreinforced deck [...]
Article : texte imprimé
M. Rezaiee-Pajand, Auteur ;
J. Alamatian, Auteur
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In this paper, new schemes are presented for the dynamic relaxation (DR) method so that the snap-through and the snap-back regions can be traced automatically. These procedures are based on the minimization of the residual force (MRF) and minimi[...]
Article : texte imprimé
Xu, Xian, Auteur ;
Luo, Yaozhi, Auteur
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Tensegrity structures have been intensively studied since they appeared in the 1950s. Their applications have been extended from architecture to other areas including aerospace structures, cell mechanics, and robotics. In this paper, an interest[...]
Article : texte imprimé
Joseph F. Miller, Auteur ;
William M. Bulleit, Auteur
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Small timber layers can be mechanically laminated into a larger timber cross section using shear keys to prevent slip between the layers. These mechanically laminated beams are commonly referred to as keyed beams and their use has a strong histo[...]
Article : texte imprimé
Ah Lum Hong, Auteur ;
Filippo Ubertini, Auteur ;
Betti, Raimondo, Auteur
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A framework for numerically predicting the wind-excited response of suspension bridges with a certain level of confidence is established by means of output only system identification, model updating, wind-response simulation, and input-output co[...]
Article : texte imprimé
Q. S. Li, Auteur ;
Lun-Hai Zhi, Auteur ;
Alex Y. Tuan, Auteur
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This paper presents selected results measured from a monitoring system with 30 accelerometers installed at six floor levels in 508-m high Taipei 101 Tower located in Taipei City, Taiwan where earthquakes and strong typhoons are common occurrence[...]
Article : texte imprimé
Cheng Yu, Auteur ;
Ke Xu, Auteur ;
Ibraheem Sheerah, Auteur
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This note presents an experimental study of the bearing strength of cold-formed steel (CFS) bolted connections using oversized holes without washers. The test parameters include the sheet thickness, the connection type, the number of bolts, and [...]
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