Strength and Plastic Deformation Capacity of H-shaped Beam-Columns

Publisher： International Association for Bridge and Structural Engineering

ISSN： 2221-3783

Source： IABSE Symposium Report, Vol.102, Iss.35, 2014-09, pp. : 579-586

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Interactive buckling and load carrying capacity of thin-walled beam-columns with intermediate stiffeners

By Teter A.   Kolakowski Z.  

Thin-Walled Structures, Vol. 42, Iss. 2, 2004-02 ,pp. : 211-254

Elsevier

Access to resources Recommend Favorite

Distortional buckling of channel beam-columns

By Teng J.G.   Yao J.   Zhao Y.  

Thin-Walled Structures, Vol. 41, Iss. 7, 2003-07 ,pp. : 595-617

Elsevier

Access to resources Recommend Favorite

Shear lag analysis of beam-columns

By Luo Q.Z.   Tang J.   Li Q.S.  

Engineering Structures, Vol. 25, Iss. 9, 2003-07 ,pp. : 1131-1138

Elsevier

Access to resources Recommend Favorite

Recent research on thin-walled beam-columns

By Hancock G.J.   Rasmussen K.J.R.  

Thin-Walled Structures, Vol. 32, Iss. 1, 1998-09 ,pp. : 3-18

Elsevier

Access to resources Recommend Favorite

Numerical modelling of steel beam-columns in case of fire-comparisons with Eurocode 3

By Vila Real P.M.M.   Lopes N.   Simoes da Silva L.   Piloto P.   Franssen J.-M.  

Fire Safety Journal, Vol. 39, Iss. 1, 2004-02 ,pp. : 23-39

Elsevier

Access to resources Recommend Favorite