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Titlebook: EASEC16; Proceedings of The 1 Chien Ming Wang,Vinh Dao,Sritawat Kitipornchai Conference proceedings 2021 Springer Nature Singapore Pte Ltd.

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發(fā)表于 2025-3-27 00:38:54 | 只看該作者
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發(fā)表于 2025-3-27 07:54:44 | 只看該作者
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發(fā)表于 2025-3-27 12:40:25 | 只看該作者
Viktor Brabec,Vladimír Vetterl,Old?ich Vránace for actual concrete structures. Despite very high levels of chlorides early corrosion (initiation) may occur but this usually stops or becomes very slow. Serious corrosion does not commence until there is extensive loss of concrete calcium hydroxide through leaching to the environment. This is ac
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發(fā)表于 2025-3-27 14:41:36 | 只看該作者
Controls on Sonic Velocity in Carbonatesf the bridge during construction and operation. Therefore, monitoring cable tension in an efficient and accurate way plays a significant role in the safety assessment of the bridge structure. Traditional methods, such as strain-based and vibration-based methods, are difficult to measure cable tensio
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發(fā)表于 2025-3-27 19:57:49 | 只看該作者
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發(fā)表于 2025-3-27 23:54:03 | 只看該作者
Natural and Man-Made Sources of Radiation,s related to the model. However, modal properties real-world structures?are often affected by numerous uncertain factors, and the extracted features are also subjected to various errors, which makes the pattern recognition for damage detection still challenging. In this article, a damage detection m
38#
發(fā)表于 2025-3-28 03:05:51 | 只看該作者
Techniques in Quantitative Nematologyd flange plate in I-beam is vulnerable to fatigue cracks during the long service life, which might result in a catastrophic failure. To realize quick scanning over a long length of a structural member, ultrasonic waves based structural health monitoring (SHM) is a promising approach. However, during
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發(fā)表于 2025-3-28 08:37:12 | 只看該作者
40#
發(fā)表于 2025-3-28 10:34:20 | 只看該作者
Part 1: Mercury Absolute Manometers, A damage experiment on a real bridge was conducted. Artificial cracks were applied to the lower flange and web plate near base plate of shoe, which models fatigue cracks observed in actual steel plate girder bridges. The longitudinal displacement of the bridge at supports were also monitored to inv
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