Steel and Composite Structures

CONTENTS

Volume 36, Number 3, 2020

• Effect of pulsed laser heating on 3-D problem of thermoelastic medium with diffusion under Green-Lindsay theory

  Mohamed I.A. Othman and Sarhan Y. Atwa

  Abstract | Full Text (2K)

  pages 249-259.

  DOI: 10.12989/scs.2020.36.3.249

• Shear behavior and shear capacity prediction of precast concrete-encased steel beams

  Yunlong Yu, Yong Yang, Yicong Xue and Yaping Liu

  Abstract | Full Text (3K)

  pages 261-272.

  DOI: 10.12989/scs.2020.36.3.261

• Seismic design rules for ductile Eurocode-compliant two-storey X concentrically braced frames

  Silvia Costanzo, Mario D\'Aniello and Raffaele Landolfo

  Abstract | Full Text (4K)

  pages 273-291.

  DOI: 10.12989/scs.2020.36.3.273

• Dynamic analysis of functionally graded nonlocal nanobeam with different porosity models

  Emad E. Ghandourah and Azza M. Abdraboh

  Abstract | Full Text (2K)

  pages 293-305.

  DOI: 10.12989/scs.2020.36.3.293

• Nonlinear stability of the upper chords in half-through truss bridges

  Wen Qingjie, Yue Zixiang and Liu Zhijun

  Abstract | Full Text (3K)

  pages 307-319.

  DOI: 10.12989/scs.2020.36.3.307

• Bolted connectors with mechanical coupler embedded in concrete: Shear resistance under static load

  Ivan Milićević, Branko Milosavljević, Marko Pavlović and Milan Spremić

  Abstract | Full Text (3K)

  pages 321-337.

  DOI: 10.12989/scs.2020.36.3.321

• Experimental study on seismic performance of steel reinforced concrete T-shaped columns

  Zuqiang Liu, Chaofeng Zhou, Jianyang Xue and Roberto T. Leon

  Abstract | Full Text (4K)

  pages 339-353.

  DOI: 10.12989/scs.2020.36.3.339

• A four-unknown refined plate theory for dynamic analysis of FG-sandwich plates under various boundary conditions

  Abderrahmane Menasria, Abdelhakim Kaci, Abdelmoumen Anis Bousahla, Fouad Bourada, Abdeldjebbar Tounsi, Kouider Halim Benrahou, Abdelouahed Tounsi, E.A. Adda Bedia and S.R. Mahmoud

  Abstract | Full Text (2K)

  pages 355-367.

  DOI: 10.12989/scs.2020.36.3.355