Earthquakes and Structures

CONTENTS

Volume 16, Number 2, 2019

• A method for analyzing the buckling strength of truss structures

  Yi Pan, Renqi Gu, Ming Zhang, Gerry Parke and Alireza Behnejad

  Abstract | Full Text (2K)

  pages 129-139.

  DOI: 10.12989/eas.2019.16.2.129

• Model for the evaluation of the beam-column joint ultimate strength-a more simplified version

  Alexandros-Dimitrios G. Tsonos

  Abstract | Full Text (2K)

  pages 141-148.

  DOI: 10.12989/eas.2019.16.2.141

• High performance active tuned mass damper inerter for structures under the ground acceleration

  Chunxiang Li and Liyuan Cao

  Abstract | Full Text (3K)

  pages 149-163.

  DOI: 10.12989/eas.2019.16.2.149

• Summarized IDA curves by the wavelet transform and bees optimization algorithm

  Homayoon Shahryari, M. Reza Karami and Alireza A. Chiniforush

  Abstract | Full Text (2K)

  pages 165-175.

  DOI: 10.12989/eas.2019.16.2.165

• Effect of the micromechanical models on the bending of FGM beam using a new hyperbolic shear deformation theory

  Nafissa Zouatnia and Lazreg Hadji

  Abstract | Full Text (1K)

  pages 177-183.

  DOI: 10.12989/eas.2019.16.2.177

• Response modification factors of concrete bridges with different bearing conditions

  Seyed Mehdi Zahrai, Amir Khorraminejad and Parshan Sedaghati

  Abstract | Full Text (2K)

  pages 185-196.

  DOI: 10.12989/eas.2019.16.2.185

• Novel Hilbert spectrum-based seismic intensity parameters interrelated with structural damage

  Magdalini Tyrtaiou and Anaxagoras Elenas

  Abstract | Full Text (2K)

  pages 197-208.

  DOI: 10.12989/eas.2019.16.2.197

• Snap back testing of unbonded post-tensioned concrete wall systems

  Kimberley M. Twigden and Richard S. Henry

  Abstract | Full Text (3K)

  pages 209-219.

  DOI: 10.12989/eas.2019.16.2.209

• Assessing 3D seismic damage performance of a CFR dam considering various reservoir heights

  Memduh Karalar and Murat Çavuşli

  Abstract | Full Text (3K)

  pages 221-234.

  DOI: 10.12989/eas.2019.16.2.221

• Investigations on the behaviour of corrosion damaged gravity load designed beam-column sub-assemblages under reverse cyclic loading

  A. Kanchanadevi and K. Ramanjaneyulu

  Abstract | Full Text (3K)

  pages 235-251.

  DOI: 10.12989/eas.2019.16.2.235