To predict the damage status of the Hongji Temple Pagoda in Jiexiu,Shanxi,under seismic loading,this study uses the geodynamic method to test the dynamic performance of the pagoda and establishes a structural model for damage analysis.The results indicate that tensile damage is predominant in the structure,with the most signifi-cant damage observed in the first four floors,while compressive damage is minimal and can be ignored.Finally,the paper provides recommendations for reinforcing the window locations and interlayer areas of the first four floors,of-fering valuable references for similar engineering inspections and reinforcements.
关键词
砖石古塔/动力性能测试/损伤性分析
Key words
brick and stone ancient tower/dynamic performance test/damage analysis
维普
万方数据