Ultimate bearing capacity factor and whole process analysis for large size concrete filled steel tube columns

ISSN： 1937-3260

Source： The IES Journal Part A: Civil & Structural Engineering, Vol.6, Iss.2, 2013-05, pp. : 165-172

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

Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns

By Liu D. Gho W.-M. Yuan J.

Journal of Constructional Steel Research, Vol. 59, Iss. 12, 2003-12 ,pp. : 1499-1515

Elsevier

Access to resources Recommend Favorite

A distributed plasticity model for cyclic analysis of concrete-filled steel tube beam-columns and composite frames

By Hajjar J.F. Molodan A. Schiller P.H.

Engineering Structures, Vol. 20, Iss. 4, 1998-04 ,pp. : 398-412

Elsevier

Access to resources Recommend Favorite

A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip

By Hajjar J.F. Schiller P.H. Molodan A.

Engineering Structures, Vol. 20, Iss. 8, 1998-08 ,pp. : 663-676

Elsevier

Access to resources Recommend Favorite

Seismic demand predictions of concrete-filled steel box columns

By Ge H.B. Susantha K.A.S. Satake Y. Usami T.

Engineering Structures, Vol. 25, Iss. 3, 2003-02 ,pp. : 337-345

Elsevier

Access to resources Recommend Favorite

Finite element analysis of the behaviour and ultimate strength of battened columns encased in concrete

The IES Journal Part A: Civil & Structural Engineering, Vol. 7, Iss. 4, 2014-10 ,pp. : 263-280

Taylor & Francis Ltd

Access to resources Recommend Favorite