Improving the strength of fully composite steel-concrete-steel beam elements by increased surface roughness-an experimental study

Author： Subedi N.K.   Coyle N.R.  

Publisher： Elsevier

ISSN： 0141-0296

Source： Engineering Structures, Vol.24, Iss.10, 2002-10, pp. : 1349-1355

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

Theoretical and Experimental research on Steel-Concrete Composite Truss

By  

IABSE Symposium Report, Vol. 102, Iss. 19, 2014-09 ,pp. : 1749-1756

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Monte Carlo simulation of dispersions in composite steel-concrete column strength interaction

By Mirza S.A.  

Engineering Structures, Vol. 20, Iss. 1, 1998-01 ,pp. : 97-104

Elsevier

Access to resources Recommend Favorite

Experimental evaluation of effective width in steel-concrete composite beams

By Amadio C.   Fedrigo C.   Fragiacomo M.   Macorini L.  

Journal of Constructional Steel Research, Vol. 60, Iss. 2, 2004-02 ,pp. : 199-220

Elsevier

Access to resources Recommend Favorite

Steel Concrete Composite Structures: Introduction

By Nakamura Shunichi   Collin Peter  

Structural Engineering International, Vol. 19, Iss. 4, 2009-11 ,pp. : 395-395

International Association for Bridge and Structural Engineering

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