Journal of engineering mechanics, Vol.131, N°6. Journal of Engineering Mechanics - Juin 2005
| Titre : | Journal of engineering mechanics, Vol.131, N°6. Journal of Engineering Mechanics - Juin 2005 |
| Type de document : | Bulletin |
| Paru le : | 18/10/2005 |
Dépouillements
Article : texte imprimé
Rasheed, Haider A., Éditeur scientifique ;
Camotim, Dinar, Éditeur scientifique
|
The development of efficient methods of structural analysis able to account for the interaction between local (cross-section deformation), member and overall instability phenomena, both in the elastic and inelastic ranges.
L'élaboration des[...]
Article : texte imprimé
Nakashima, Masayoshi, Auteur ;
Liu, Dawei, Auteur
|
In a testing system design for large deformations, structural columns were loaded to complete failure, defined as either complete separation of the column or inability to sustain the prescribed axial load. The Test system consists of very large [...]
Article : texte imprimé
The Cyclic behavior of Welded beam-to-column joints for moment-resisting steel frames was assessed by constant amplitude cyclic quasi-sattic tests. reanalysis of the results showed that the failure mode of the joints strongly depends on cycle am[...]
Article : texte imprimé
Andrade A., Auteur ;
Camotim, Dinar, Auteur
|
A General variational formulation to analyze the elastic lateral-torsional buckling (LTB) behavior of singly symmetric thin-walled tapered beams is preesnted, numerically implemented, validated and illustrated. It (1) begins with a precise geome[...]
Article : texte imprimé
This Paper aims to clarify the intricacies of spatial rotation kinematics as applied to three-dimensional (3D) sytability analysis of metal framed structures with minimal mathematical abstraction. In partical, it discusses the ability of the kin[...]
Article : texte imprimé
Richard Liew, J. Y., Auteur ;
Chen, Hong, Auteur
|
This Paper presents a mixed element approach for analyzing steel frame structures subjected to a localized explosion and followed by fire. Critical members that are subjected to direct action of explosion and fire are modeled using shell element[...]
Article : texte imprimé
Silvestre, N., Auteur ;
Camotim, Dinar, Auteur
|
The Paper presents the formulation and illustrates the application of an asymptotic-numerical (semianalytical) method to analyze the geometrically nonlinear behavior of plane frames. The Method adopts an "internally constrained" beam model and i[...]
Article : texte imprimé
Chan, S. L., Auteur ;
Huang, H. Y., Auteur ;
Fang, L. X.
|
A Robust finite element procedure for large deflection and inelastuc analysis of imperfect steel frames with semirigid base is proposed and the nonlinear behavior of semirigid frames with various modes of initial imperfection is studied. Special[...]
Article : texte imprimé
Demonceau, J. F., Auteur ;
Jaspart, J. P., Auteur ;
René Maquoi
|
Eurocode 4 is the European design code for composite construction; in its so-called ENV version, the scope is limited to "nonsway building" with efficient bracing systems. Therefore, is gives mainly rules to analyze and to check structural eleme[...]
Article : texte imprimé
This Technical note presents the results from a nonlinear finite element analysis of a very simple two dimensional model of the World-Trade Center Towers structural frame subjected to fire. The Analysis was carried out for a large range of fire [...]
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