Structural Engineering and Mechanics

CONTENTS

Volume 90, Number 1, 2024

• An efficient numerical model for free vibration of temperature-dependent porous FG nano-scale beams using a nonlocal strain gradient theory

  Tarek Merzouki and Mohammed Sid Ahmed Houari

  Abstract | Full Text (2K)

  pages 1-18.

  DOI: 10.12989/sem.2024.90.1.001

• Apply evolved grey-prediction scheme to structural building dynamic analysis

  Z.Y. Chen, Yahui Meng, Ruei-Yuan Wang and Timothy Chen

  Abstract | Full Text (1K)

  pages 019-26.

  DOI: 10.12989/sem.2024.90.1.019

• ML-based prediction method for estimating vortex-induced vibration amplitude of steel tubes in tubular transmission towers

  Jiahong Li, Tao Wang and Zhengliang Li

  Abstract | Full Text (2K)

  pages 27-40.

  DOI: 10.12989/sem.2024.90.1.027

• Desired earthquake rail irregularity considering random pier height and random span number

  Jian Yu, Lizhong Jiang and Wangbao Zhou

  Abstract | Full Text (2K)

  pages 041-49.

  DOI: 10.12989/sem.2024.90.1.041

• Influence of high axial compression ratios in RC columns on the seismic response of MRF buildings

  Sergio Villar-Salinas, Sebastián Pacheco, Julián Carrillo and Francisco López-Almansa

  Abstract | Full Text (2K)

  pages 51-70.

  DOI: 10.12989/sem.2024.90.1.051

• Performance of headed FRP bar reinforced concrete Beam-Column Joint

  Md. Muslim Ansari and Ajay Chourasia

  Abstract | Full Text (2K)

  pages 71-81.

  DOI: 10.12989/sem.2024.90.1.071

• Warping and porosity effects on the mechanical response of FG-Beams on non-homogeneous foundations via a Quasi-3D HSDT

  Mokhtar Nebab, Hassen Ait Atmane, Riadh Bennai and Mouloud Dahmane

  Abstract | Full Text (2K)

  pages 83-96.

  DOI: 10.12989/sem.2024.90.1.083

• Exploring geometric and kinematic correspondences between gear-based crank mechanism and standard reciprocating crankshaft engines: An analytical study

  Amir Sakhraoui, Fayza Ayari, Maroua Saggar and Rachid Nasri

  Abstract | Full Text (2K)

  pages 97-106.

  DOI: 10.12989/sem.2024.90.1.097