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两种用于对一座历史悠久的木制教堂进行大地测量监测以检查其静态和动态行为的互补方法。

Two Complementary Approaches toward Geodetic Monitoring of a Historic Wooden Church to Inspect Its Static and Dynamic Behavior.

作者信息

Pawlak Zdzisław Mikołaj, Wyczałek Ireneusz, Marciniak Piotr

机构信息

Institute of Structural Analysis, Poznan University of Technology, 60-965 Poznań, Poland.

Faculty of Civil and Environmental Engineering and Architecture, Bydgoszcz University of Science and Technology, 85-796 Bydgoszcz, Poland.

出版信息

Sensors (Basel). 2023 Oct 11;23(20):8392. doi: 10.3390/s23208392.

Abstract

To support the conservation efforts regarding a wooden church in Domachowo, extensive research and design work was required to strengthen its weakened structure. A variety of data and analyses are necessary to make an accurate assessment, including obtaining a dimensional model, monitoring the behavior of the structure and its response to external forces, and also performing strength analyses and verifying them with measurement data. For accurate geometric evaluation, static and dynamic measurements were required. A mathematical model and a flowchart of the necessary tasks were developed, along with the selection and installation of measuring devices. For this particular structure, static measurements were made using an automatic total station, and dynamic measurements using tilt sensors. The purpose of the analysis was to correlate the inertia measurements with the absolute tachymetric observations related to reference points fixed outside the object in order to accurately assess the behavior of the object. Another important issue was to model the column element under study in such a way that its horizontal displacements could be determined from the measured inclinations. The obtained results indicated the need to strengthen the joints of the two main parts of the structure in order to minimize the impact of dynamic weather conditions. The paper describes the measurement process, the method of calculating displacements, and the correlation of both types of data. Selected results confirming the conclusions are also presented.

摘要

为了支持多马乔沃一座木制教堂的保护工作,需要进行广泛的研究和设计工作来加固其弱化结构。要做出准确评估,需要各种数据和分析,包括获取尺寸模型、监测结构的行为及其对外力的响应,还要进行强度分析并用测量数据进行验证。为了进行精确的几何评估,需要进行静态和动态测量。开发了一个数学模型和必要任务的流程图,同时还进行了测量设备的选型和安装。对于这个特定结构,使用自动全站仪进行静态测量,使用倾斜传感器进行动态测量。分析的目的是将惯性测量与与固定在物体外部的参考点相关的绝对视距测量结果相关联,以便准确评估物体的行为。另一个重要问题是以能够根据测量的倾斜度确定其水平位移的方式对所研究的柱单元进行建模。所得结果表明需要加强结构两个主要部分的节点,以尽量减少动态天气条件的影响。本文描述了测量过程、位移计算方法以及两种数据的相关性。还给出了证实这些结论的部分结果。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6a64/10611188/924f66b6e48d/sensors-23-08392-g001.jpg

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