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Titlebook: European Workshop on Structural Health Monitoring; Special Collection o Piervincenzo Rizzo,Alberto Milazzo Conference proceedings 2021 Spri

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樓主: advocate
51#
發(fā)表于 2025-3-30 11:27:06 | 只看該作者
52#
發(fā)表于 2025-3-30 16:16:23 | 只看該作者
978-3-030-64596-0Springer Nature Switzerland AG 2021
53#
發(fā)表于 2025-3-30 19:01:02 | 只看該作者
European Workshop on Structural Health Monitoring978-3-030-64594-6Series ISSN 2366-2557 Series E-ISSN 2366-2565
54#
發(fā)表于 2025-3-30 21:26:30 | 只看該作者
Effect of Ductility on Performance of Reinforced Concrete Portal Frame Loaded with Lateral Loadoven that ductile detailed structures give better performance than non-ductile detailed structures. In India after Bhuj 2001 earthquake, there is a change in design practices and lots of emphasis are being on ductility based design. But majority of structures which are constructed before 2001, do no
55#
發(fā)表于 2025-3-31 01:40:16 | 只看該作者
S2HM Must Be Real-Time or Not? for real-time processing of data acquired during an earthquake. Numerous applications exist whereby S.HM-equipped systems record valuable seismic response data. A delayed use of the seismic data prohibits timely discovery of hidden damages in a structure which, in turn, possibly increases its vulne
56#
發(fā)表于 2025-3-31 05:07:06 | 只看該作者
57#
發(fā)表于 2025-3-31 10:22:50 | 只看該作者
Experience of Sonic Echo/Impulse Response Testing Difficulties in Timber Piles of Bridge Foundationss have shown that factors such as the pile-to-soil stiffness ratio, the length-to-diameter ratio of the pile, the presence of the defects, the anomalies near the pile head, the quality of the sensor attachment, the striking method, and the hammer type affect the success of the SE/IR tests. In the cu
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