Journal of structural engineering, Vol. 137 N° 5. Journal of structural engineering - Mai 2011
| Titre : | Journal of structural engineering, Vol. 137 N° 5. Journal of structural engineering - Mai 2011 |
| Type de document : | Bulletin |
| Paru le : | 08/09/2011 |
Dépouillements
Article : texte imprimé
Fabio Biondini, Auteur ;
Andrea Nero, Auteur
|
A novel approach to nonlinear finite-element analysis of concrete structures exposed to fire is presented. The proposed formulation refers to frame systems, but it can be extended to other types of structures. The main novelty of this formulatio[...]
Article : texte imprimé
C. D. Moen, Auteur ;
B. W. Schafer, Auteur
|
In this paper, design expressions are derived that extend the American Iron and Steel Institute (AISI) direct strength method (DSM) to cold-formed steel columns with holes. For elastic buckling-controlled failures, column capacity is accurately [...]
Article : texte imprimé
M. Sen, Auteur ;
Cheng, J. J. R., Auteur ;
J. Zhou, Auteur
|
Ground movement along a buried pipeline often places the line in net compression. The local buckling resistance at cold bends is less than at straight sections, and hence, local buckling tends to occur at bends. Correspondingly, this full-scale [...]
Article : texte imprimé
Sutat Leelataviwat, Auteur ;
Bunyarit Suksan, Auteur ;
Jarun Srechai, Auteur
|
The design and behavior of a ductile structural system called a knee-braced moment frame (KBMF) are presented in this paper. The design of this structural system is based on a capacity-design concept that results in ductile behavior. For this sy[...]
Article : texte imprimé
Jeffrey Erochko, Auteur ;
Christopoulos, Constantin, Auteur ;
Robert Tremblay, Auteur
|
A recent study has shown that residual drifts after earthquakes that are greater than 0.5% in buildings may represent a complete loss of the structure from an economic perspective. To study the comparative residual drift response of special mome[...]
Article : texte imprimé
Karavasilis, Theodore L., Auteur ;
Choung-Yeol Seo, Auteur ;
Nicos Makris, Auteur
|
The maximum inelastic response of bilinear single-degree-of-freedom (SDOF) systems when subjected to ground motions without distinguishable pulses is revisited with dimensional analysis by identifying timescales and length scales in the time his[...]
Article : texte imprimé
Qiang Yu, Auteur ;
Zdenek P. Bazant, Auteur
|
This paper demonstrates the size effect on the shear strength of reinforced concrete (RC) beams with stirrups and does so in two separate and independent ways: (1) by fracture mechanics, based on finite-element analysis calibrated by a large bea[...]
Article : texte imprimé
Luis Filipe Carvalho Jorge, Auteur ;
Sergio Manuel Rodrigues Lopes, Auteur ;
Helena Maria Pires Cruz, Auteur
|
Timber-concrete composite structures are often used as upgrade solutions for existent timber floors. The timber cross section is maintained and a concrete layer is poured over the floorboard surface. Floorboards help with loading distribution on[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
