Journal of structural engineering, Vol. 138 N° 12. Journal of structural engineering - Décembre 2012
| Titre : | Journal of structural engineering, Vol. 138 N° 12. Journal of structural engineering - Décembre 2012 |
| Type de document : | Bulletin |
| Paru le : | 20/03/2013 |
Dépouillements
Article : texte imprimé
Minghao Li, Auteur ;
Frank Lam, Auteur ;
Borjen Yeh, Auteur
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This paper presented a modeling study on force transfer around openings (FTAO) in wood-frame shear walls detailed for FTAO. To understand the load transfer in the walls, this study used a finite-element model WALL2D, which is able to model indiv[...]
Article : texte imprimé
Gang-Won Jang, Auteur ;
Myung-Jin Kim, Auteur ;
Yoon Young Kim, Auteur
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This investigation presents one-dimensional static and eigenvalue analyses of thin-walled straight beams with generally shaped closed single-cell or multicell sections. For accurate beam analysis, sectional warping and distortional deformations [...]
Article : texte imprimé
D. Hernández-Figueirido, Auteur ;
M. L. Romero, Auteur ;
J. L. Bonet, Auteur
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Forty-nine experimental tests were conducted on rectangular and square tubular columns filled with high-strength concrete (f'c=90 MPa) subjected to axial load and a nonconstant bending moment distribution. The test parameters were the length (2,[...]
Article : texte imprimé
Huiyong Ban, Auteur ;
Gang Shi, Auteur ;
Yongjiu Shi, Auteur
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Residual stress is one of the most important imperfections of steel structure members because of its significant effects on buckling behavior. To quantify the residual stresses in 420-MPa high-strength steel hot-rolled equal angle sections, an e[...]
Article : texte imprimé
Tsutomu Iwashita, Auteur ;
Jeffrey A. Packer, Auteur ;
Juan-Carlos De Oliveira, Auteur
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During the last decade, various steel casting products for steel building structures have been developed, such as connectors between brace members and gusset plates in braced frames. Some casting products are welded to steel sections such as tub[...]
Article : texte imprimé
Sanda Koboevic, Auteur ;
Jonathan Rozon, Auteur ;
Robert Tremblay, Auteur
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The global seismic response of 3- and 8-story eccentrically braced frames (EBFs), designed for western and eastern North American locations, is studied using nonlinear time history analysis. Analytical models were built in three computer program[...]
Article : texte imprimé
Bennett R. Banting, Auteur ;
El-Dakhakhni, Wael W., Auteur
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There is a need to evaluate existing, and introduce new, masonry construction techniques within a performance-based seismic design context to advance their adoption in the next generation of seismic design codes in North America. In this regard,[...]
Article : texte imprimé
A numerical method for estimating the useful spectral characteristics of responses of classically damped linear elastic structures to the Yeh-Wen model of fully nonstationary random earthquake loads is developed. The derivation of the method is [...]
Article : texte imprimé
In order to provide a good understanding of the damage states of single-layer reticulated domes under earthquake loading, a number of increment dynamic analyses are carried out on domes with different spans, rise-span ratios, roof weights, and o[...]
Article : texte imprimé
Iman Ghorbanirenani, Auteur ;
Robert Tremblay, Auteur ;
Pierre Léger, Auteur
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This paper presents shake table test results on two identical 1:0.429 scaled, 8-story moderately ductile RC shear wall specimens under the expected high-frequency ground motion in eastern North America. The walls were designed and detailed accor[...]
Article : texte imprimé
Fabian R. Rojas, Auteur ;
James C. Anderson, Auteur
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During the San Fernando Earthquake (1971), two of the three triaxial recording instruments placed in an 18-story steel building in Los Angeles recorded the impact with an adjacent reinforced concrete parking structure. This provided an excellent[...]
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