Geometrically nonlinear analysis of plane frames with semi-rigid connections accounting for shear deformations
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Tarih
2012
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Techno-Press
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The behaviour of beam-to-column connections plays an important role in the analysis and design of steel structures. A computer-based method is presented for nonlinear steel frames with semirigid connections accounting for shear deformations. The analytical procedure employs transcendental stability functions to model the effect of axial force on the stiffness of members. The member stiffness matrix, and the fixed end forces for various loads were found. The nonlinear analysis method is applied for three planar steel structures. The method is readily implemented on a computer using matrix structural analysis techniques and is applicable for the efficient nonlinear analysis of frameworks.
Açıklama
Anahtar Kelimeler
Nonlinear Analysis, Semi-Rigid Connection, Shear Deformation
Kaynak
Structural Engineering and Mechanics
WoS Q Değeri
Q3
Scopus Q Değeri
Q2
Cilt
44
Sayı
4
