玉佛禅寺大雄宝殿移位监测系统(Ⅱ):结构形变监测数据的分析  

Translocation Monitoring System for the Mahavira Hall of Jade Buddha Temple(Ⅱ):Analysis of Monitoring Data

作　　者：谢丽宇[1,2] 张睿[1] 卢文胜[1,2] 张凤亮 XIE Liyu;ZHANG Rui;LU Wensheng;ZHANG Fengliang(Department of Disaster Mitigation for Structures,Tongji University,Shanghai 200092,China;Tongji University Building Replacement Technology Research Center,Shanghai 200092,China)

机构地区：[1]同济大学结构防灾减灾工程系,上海200092 [2]同济大学建筑物移位技术研究中心,上海200092

出　　处：《结构工程师》2020年第4期10-15,共6页Structural Engineers

基　　金：政府间国际科技创新合作重点专项(2016YFE0127600)。

摘　　要：采用“玉佛禅寺大雄宝殿移位监测系统(Ⅰ):监测系统的设计与实现”中所建立的设计与实现方法,可以实现大雄宝殿移位过程中的实时监测,并得到大量的监测数据。首先,介绍了监测数据的处理原则和处理方法;其次,详细分析了数据,得到了结构整体姿态、木柱、榫卯节点和佛像的变形情况;最后,基于监测数据和相关文献分析得到的相关监测参数的限值,得出了移位施工过程对结构性能的影响并对结构的安全性能进行评价。结果表明,设计合理的移位监测系统可以真实可靠有效地监测结构的性能状态,具有一定的研究价值和工程指导意义。With the design and implementation method established in‘Translocation Monitoring System for the Mahavira Hall of Jade Buddha Temple(Ⅰ):Design and Implementation’,real-time monitoring during the translocation of Mahavira Hall has been realized and a large amount of monitoring data has been obtained.Firstly,the methods and principles of the data analysis were introduced.Then,the deformation of the overall structure,wooden columns,joints and the Buddha statues were obtained by analyzing the monitoring data.Finally,based on the monitoring data and limiting values from related literature,the influence of the translocation on the structural performance was obtained,and the safety performance of the structure was also evaluated.The results show that the performance of a structure can be monitored truly,reliably and effectively by designing a reasonable translocation monitoring system,which has certain research value and guiding significance for similar projects.

关 键 词：玉佛禅寺 大雄宝殿 移位 监测系统 数据分析 

分 类 号：TU196[建筑科学—建筑理论]