Steel and Composite Structures

CONTENTS

Volume 10, Number 6, 2010

• Buckling capacity of uniformly corroded steel members in terms of exposure time

  Reza Rahgozar, Yasser Sharifi and Mohsen Malekinejad

  Abstract | Full Text (1K)

  pages 475-487.

  DOI: 10.12989/scs.2010.10.6.475

• Effects of RHS face deformation on the rigidity of beam-column connection

  M.A. Hadianfard and H. Rahnema

  Abstract | Full Text (1K)

  pages 489-500.

  DOI: 10.12989/scs.2010.10.6.489

• Experimental study on reinforced high-strength concrete short columns confined with AFRP sheets

  Han-Liang Wu and Yuan-Feng Wang

  Abstract | Full Text (1K)

  pages 501-516.

  DOI: 10.12989/scs.2010.10.6.501

• Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections

  X. Dai and D. Lam

  Abstract | Full Text (2K)

  pages 517-539.

  DOI: 10.12989/scs.2010.10.6.517

• Finite element model updating of an arch type steel laboratory bridge model using semi-rigid connection

  Ahmet Can Altuni ik, Alemdar Bayraktar, Bar Sevm, Murat Emre Kartal and Suleyman Adanur

  Abstract | Full Text (2K)

  pages 541-561.

  DOI: 10.12989/scs.2010.10.6.541