Buckling behaviour of slender high-strength concrete columns

Publisher： Elsevier

ISSN： 0141-0296

Source： Engineering Structures, Vol.17, Iss.1, 1995-01, pp. : 39-51

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

Effects of transverse reinforcement on flexural behaviour of high-strength concrete columns

By Hwang S.-K. Yun H.-D.

Engineering Structures, Vol. 26, Iss. 1, 2004-01 ,pp. : 1-12

Elsevier

Access to resources Recommend Favorite

Suppressing Buckling of a Slender High-Strength Steel Column by Using Glass Panes

By SnijderBert DierksDennie HuvenersEdwin SpoorenbergRoel

Structural Engineering International, Vol. 25, Iss. 3, 2015-08 ,pp. : 249-257

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

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

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

Behavior of high strength fly ash concrete columns under fire conditions

By Khaliq Wasim

Materials and Structures, Vol. 46, Iss. 5, 2013-05 ,pp. : 857-867

Springer Publishing Company

Access to resources Recommend Favorite