Structural Engineering and Mechanics

CONTENTS

Volume 91, Number 1, 2024

• On the free vibration behavior of carbon nanotube reinforced nanocomposite shells: A novel integral higher order shear theory approach

  Mohammed Houssem Eddine Guerine, Zakaria Belabed, Abdelouahed Tounsi, Sherain M.Y. Mohamed, Saad Althobaiti and Mahmoud M. Selim

  Abstract | Full Text (2K)

  pages 1-23.

  DOI: 10.12989/sem.2024.91.1.001

• Seismic train-bridge coupled system sensitivity analysis considering random aftershock intensity and residual track deformation

  Jincheng Tan, Manman Chen, Xiang Liu, Han Zhao, Lizhong Jiang, Peidong Guo, Wangbao Zhou and Ping Xiang

  Abstract | Full Text (3K)

  pages 25-38.

  DOI: 10.12989/sem.2024.91.1.025

• Comparison of regression model and LSTM-RNN model in predicting deterioration of prestressed concrete box girder bridges

  Gao Jing, Lin Ruiying and Zhang Yao

  Abstract | Full Text (1K)

  pages 39-47.

  DOI: 10.12989/sem.2024.91.1.039

• Axially-compressed behavior of CFRP strengthening steel short columns having defects

  Omid Yousefi and Amin Shabani Ammari

  Abstract | Full Text (3K)

  pages 049-61.

  DOI: 10.12989/sem.2024.91.1.049

• Blasting resistance of curved sandwich composite concrete bunkers

  Mahmudul Hasan and Ahmad B.H. Kueh

  Abstract | Full Text (2K)

  pages 63-73.

  DOI: 10.12989/sem.2024.91.1.063

• Impact performance study of filled thin-walled tubes with PM-35 steel core

  Kunlong Tian, Chao Zhao, Yi Zhou, Xingu Zhong, Xiong Peng and Qunyu Yang

  Abstract | Full Text (2K)

  pages 75-86.

  DOI: 10.12989/sem.2024.91.1.075

• Effects of graphene platelet presence and porosity distribution on the vibration of piezoelectric sinusoidal sandwich beam

  Mojtaba Mehrabi and Keivan Torabi

  Abstract | Full Text (2K)

  pages 87-102.

  DOI: 10.12989/sem.2024.91.1.087

• Damage identification of masonry arch bridge under blast loading using smoothed particle hydrodynamics (SPH) method

  Amin Bagherzadeh Azar and Ali Sari

  Abstract | Full Text (3K)

  pages 103-121.

  DOI: 10.12989/sem.2024.91.1.103