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环境激励下定州开元寺塔结构状态评估研究
引用本文:白凡,杨娜,刘威,张淑慧. 环境激励下定州开元寺塔结构状态评估研究[J]. 建筑结构学报, 2022, 43(1): 105-115. DOI: 10.14006/j.jzjgxb.2020.0804
作者姓名:白凡  杨娜  刘威  张淑慧
作者单位:北京交通大学土木建筑工程系,北京100044
基金项目:国家自然科学基金项目(52008020);国家自然科学基金项目(51778045);;中国博士后基金面上项目(2020M680330);;中央高校基本科研业务费(2020JBM039);;高等学校学科创新引智计划(B13002);
摘    要:基于环境激励,对定州开元寺塔的动力性能进行了研究,并获得其基本动力性能信息.在平面维度上,基于动力信息推导得到模态参与率系数,对古塔各层刚度中心进行了识别;在立面维度上,基于柔度曲率幅值法,对古塔层间刚度分布进行了识别;最终基于模糊评价法,结合材料劣化、平面偏心损伤及立面维度刚度分布信息对古塔健康状态进行了科学评估.研...

关 键 词:开元寺塔  损伤识别  刚度中心  柔度曲率  模糊评价法  状态评估

Study on condition assessment of Dingzhou Kaiyuan Pagoda under ambient vibration
BAI Fan,YANG Na,LIU Wei,ZHANG Shuhui. Study on condition assessment of Dingzhou Kaiyuan Pagoda under ambient vibration[J]. Journal of Building Structures, 2022, 43(1): 105-115. DOI: 10.14006/j.jzjgxb.2020.0804
Authors:BAI Fan  YANG Na  LIU Wei  ZHANG Shuhui
Affiliation:Department of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
Abstract:Based on the ambient vibration method, the dynamic performance of the Kaiyuan Pagoda in Dingzhou was studied, and the dynamic performance information of the pagoda was obtained. The stiffness center of each layer of the ancient pagoda in the plane dimension and the stiffness distribution in the facade dimension were identified based on the obtained model participation ratio coefficient and the flexibility curvature amplitude method, respectively. Finally, a scientific evaluation of the health status of the ancient pagoda was carried out based on the fuzzy evaluation method, which included the information of the material deterioration, the eccentric damage and the stiffness distribution. The studies show that the inter-story stiffness of the ancient pagoda decreases with the height. The inter-story stiffness of the new masonry tower on the northeast side is greater than that of the old tower. The stiffness center of the ancient pagoda is eccentric, but the eccentricity is not obvious. About 70% of the stiffness center of the 2nd to 11th floors is in the northeast-southwest straight-line direction, and the last 30% of the stiffness center falls in the southeast-northwest straight-line direction. There is an obvious sudden change in the flexibility curvature coefficient on the top floor while the flexibility curvature of the bottom layer has a small change. The stiffness between the 10th and 11th floors of the pagoda body also has an obvious sudden change. It shows that the local damage exists on the top floor of the ancient pagoda. According to the results of the fuzzy evaluation method, the ancient pagoda is in good health, but it needs long-term monitoring and performance maintenance.
Keywords:Kaiyuan Pagoda  damage identification  rigidity center  flexibility curvature  fuzzy evaluation method  condition assessment
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