Long-term loading effect on vibration performance of CLT floors: An 896-day monitoring study

被引:1
作者
Zhang, Junhui [1 ]
Huang, Haoyu [2 ]
Wang, Brad Jianhe [3 ]
机构
[1] Beijing Univ Technol, Fac Architecture Civil & Transportat Engn, Beijing 100124, Peoples R China
[2] Newcastle Univ, Sch Engn, Newcastle Upon Tyne NE1 7RU, England
[3] Ningbo Sino Canada Low Carbon Technol Res Inst, Ninghai 315600, Peoples R China
关键词
Cross -laminated timber; Timber floor; Vibration serviceability; Creep; Long-term loading; MATRIX PENCIL METHOD; MOISTURE CHANGES; CREEP-BEHAVIOR; TIMBER FLOOR; WOOD; PARAMETERS;
D O I
10.1016/j.engstruct.2024.118562
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Timber, a viscoelastic material, undergoes deformation over time when exposed to sustained loads, a process known as creep. Its rising popularity as a construction material, especially for timber floors, is notable. However, the influence of creep on the dynamic characteristics of timber floors, such as their natural frequency and vibration response, is not well studied. This research focused on how long-term loading (creep) affects the vibration behaviours of a cross-laminated timber (CLT) floor. A full-scale CLT floor was constructed in a lab and subjected to long-term loading using sandbags. Over 896 days, the centroid point deflection and environmental conditions (temperature and relative humidity) were monitored. Human-induced vibration tests were carried out at the beginning, throughout, and at the end of this period. The vibration response, measured in terms of the Vibration Dose Value (VDV), was assessed at various stages of long-term loading. The findings showed a moderate positive correlation between the creep deflection and environmental conditions. The fundamental frequency slightly increased over time due to creep, and a general decrease in VDV was observed as the creep advanced.
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页数:7
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