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在一座大型木结构建筑的建造过程中,利用一个数据平台收集结构健康监测数据用于分析。

Structural health monitoring data collected during construction of a mass-timber building with a data platform for analysis.

作者信息

Baas Esther J, Riggio Mariapaola, Barbosa André R

机构信息

Department of Wood Science and Engineering, Oregon State University, Corvallis, OR, United States.

School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, United States.

出版信息

Data Brief. 2021 Feb 6;35:106845. doi: 10.1016/j.dib.2021.106845. eCollection 2021 Apr.

DOI:10.1016/j.dib.2021.106845
PMID:33665247
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC7903298/
Abstract

The George W. Peavy Forest Science Complex, or "Peavy Hall," is a mass-timber university building that is the subject of a structural health monitoring (SHM) program to create a comprehensive building performance dataset. The building substructure consists of cross-laminated timber (CLT)-concrete composite floors, a mass plywood panel (MPP) roof system, and the world's first application of CLT post-tensioned (PT) self-centering shear walls. This document reports on static and hygrothermal data collected during the final ten months of building construction that were used to validate a proposed methodological approach to SHM for mass-timber buildings under construction, described in [1]. These data, available in the repository at https://osf.io/jdz6y/, include wood moisture content of CLT, MPP, and glulam structural components, horizontal and vertical displacements of axially loaded CLT panels, tension loss of PT steel rods within CLT self-centering walls, and indoor and outdoor environmental conditions such as temperature, relative humidity, rain quantities, wind speeds, as well as wind directions. Additionally, data figures and analysis coding files are included in the repository to further define processes and allow for potential use of the analysis tools for similar projects.

摘要

乔治·W·皮维森林科学综合楼,即“皮维厅”,是一座大规模木结构大学建筑,是一项结构健康监测(SHM)计划的对象,旨在创建一个全面的建筑性能数据集。建筑子结构包括交叉层压木材(CLT)-混凝土复合楼板、大规模胶合板面板(MPP)屋顶系统,以及世界上首次应用的CLT后张(PT)自复位剪力墙。本文报告了在建筑施工最后十个月期间收集的静态和湿热数据,这些数据用于验证[1]中所述的针对在建大规模木结构建筑的SHM拟议方法。这些数据可在https://osf.io/jdz6y/的存储库中获取,包括CLT、MPP和胶合木结构构件的木材含水率、轴向加载CLT面板的水平和垂直位移、CLT自复位墙内PT钢棒的拉力损失,以及室内外环境条件,如温度、相对湿度、降雨量、风速和风向。此外,存储库中还包括数据图表和分析编码文件,以进一步定义流程,并允许将分析工具潜在地用于类似项目。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8476/7903298/aa93fe23f27a/gr11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8476/7903298/24f18da59912/gr9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8476/7903298/2616e987ef40/gr10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8476/7903298/aa93fe23f27a/gr11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8476/7903298/24f18da59912/gr9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8476/7903298/2616e987ef40/gr10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8476/7903298/aa93fe23f27a/gr11.jpg

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