Journal of structural engineering, Vol. 137 N° 8. Journal of structural engineering - Août 2011
| Titre : | Journal of structural engineering, Vol. 137 N° 8. Journal of structural engineering - Août 2011 |
| Type de document : | Bulletin |
| Paru le : | 04/10/2011 |
Dépouillements
Article : texte imprimé
Wu, Jong-Cheng, Auteur ;
Ying-Chieh Chang, Auteur
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The frequency-dependent aerodynamic damping and stiffness of high-rise buildings in along-wind motion have been systematically investigated and compared through wind tunnel tests under smooth wind flow. A novel identification scheme based on the[...]
Article : texte imprimé
Article : texte imprimé
Michael C. H. Yam, Auteur ;
Gilbert Y. Grondin, Auteur ;
Feng Wei, Auteur
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This paper presents a numerical study of the block shear strength and behavior of coped beams with welded end connections. The finite-element (FE) method was employed to predict the structural behavior and block shear capacity of specimens teste[...]
Article : texte imprimé
Hiroshi Kuramoto, Auteur ;
Bing Li, Auteur ;
Kimreth Meas, Auteur
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The seismic performance of engineering wood encased concrete-steel (EWECS) beam-column joints is investigated and reported within this paper. Experimental and analytical investigation was carried out on a total of two interior and two exterior b[...]
Article : texte imprimé
Serhan Guner, Auteur ;
Frank J. Vecchio, Auteur
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An analytical procedure was recently developed for the nonlinear analysis of reinforced concrete frame structures consisting of beams, columns, and shear walls under monotonic loading. The procedure is distinct from others because it is capable [...]
Article : texte imprimé
Chiara Crosti, Auteur ;
Dat Duthinh, Auteur ;
Emil Simiu, Auteur
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Current design procedures in the United States use the envelope of individual hazard demands on a structure to ensure safety against multiple hazards. A difficulty in multihazard design for wind and earthquake is that the load and resistance fac[...]
Article : texte imprimé
Yoshiaki Goto, Auteur ;
Naoki Kawanishi, Auteur ;
Issei Honda, Auteur
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The property of dynamic stress amplification resulting from the sudden failure of a tension member in a truss bridge is investigated by a precise dynamic response analysis. The primary sources of the dynamic stress amplification are from two typ[...]
Article : texte imprimé
R. Tabatabaei, Auteur ;
H. Saffari, Auteur
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The equivalent static eccentricities of seismic forces are usually defined by building codes with simple expressions of the static eccentricity. The inelastic torsional response of multistory buildings using nonlinear static analysis (NL-SA) wit[...]
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