Submit

Login Login

Register Register

Home / Journals / SDHM / Online First / doi:10.32604/sdhm.2026.079519
Journal Menu
Special Issues
Table of Content

All issues

Online First

2026

2025

2024

2023

2022

2021

2020

2019

2018

2017

2014

2013

2012

2011

2010

2009

2008

2007

2006

2005

Open Access

ARTICLE

Study on Wind-Induced Vibration Response and CFRP Material Reinforcement of Masonry Structure Pagoda

Jia Wang1, Jiayu Zhou1, Kangjie Ling1, Dewen Liu1,2,*, Chenghao Xu3,*
1 College of Civil Engineering, Southwest Forestry University, Kunming, China
2 International College, Krirk University, Bangkok, Thailand
3 School of Civil Engineering & Architecture, Wenzhou Polytechnic, Wenzhou, China
* Corresponding Author: Dewen Liu. Email: email; Chenghao Xu. Email: email

Structural Durability & Health Monitoring https://doi.org/10.32604/sdhm.2026.079519

Received 22 January 2026; Accepted 16 March 2026; Published online 20 April 2026

Abstract

This study investigates the wind-resistant performance of a masonry pagoda using ABAQUS. Modal analysis was first conducted to identify the first six vibration modes. Wind speed time histories generated via the harmonic superposition method in MATLAB were converted into wind pressure and applied to the pagoda’s surface. The time-history analysis method was employed to study wind-induced vibrations, obtaining nodal displacement time-history responses. Comparative analyses of structural responses were performed under 0° and 90° wind directions. Finally, Carbon fiber reinforced plastic (CFRP) reinforcement was applied, with post-reinforcement damage analysis systematically compared to the pre-reinforcement damaged state. The results demonstrate that the door openings and damaged areas of the pagoda exhibit heightened wind sensitivity. The structural displacement response primarily occurs along the Z-axis, with magnitudes increasing proportionally to elevation. The 90° wind direction is identified as the most critical, inducing maximum dynamic responses. CFRP reinforcement effectively reduces displacement and stress values while significantly improving structural stability.

Keywords

Ancient masonry pagoda; harmonic superposition method; fluctuating wind; ABAQUS; time history analysis

  • 94

    View

  • 30

    Download

  • 0

    Like

Related articles
Copyright© 2026 Tech Science Press
© 1997-2026 TSP (Henderson, USA) unless otherwise stated

Share Link