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Titlebook: Challenges and Innovations in Geomechanics; Proceedings of the 1 Marco Barla,Alice Di Donna,Donatella Sterpi Conference proceedings 2021 Th

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51#
發(fā)表于 2025-3-30 11:53:12 | 只看該作者
52#
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發(fā)表于 2025-3-30 20:24:37 | 只看該作者
Elastic Scattering off Nucleons Secondly, the above-ground structures are idealized by means of surrogate beam-, slab- or 3D-models. Finally, structural damage is assessed according to the computed strain pattern or the tilt of the building. This method enables the evaluation of the potential damage to above ground structures ass
54#
發(fā)表于 2025-3-30 22:12:23 | 只看該作者
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發(fā)表于 2025-3-31 01:56:52 | 只看該作者
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/c/image/223400.jpg
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發(fā)表于 2025-3-31 08:44:49 | 只看該作者
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發(fā)表于 2025-3-31 13:13:52 | 只看該作者
Rehadronisation of the Quark-Gluon Plasma“Material Factor Approach” to the stability assessment of tunnel faces. In this framework, we also propose a new unloading-based safety factor for tunnel stability, as an effective alternative to a commonly used, but faulty, loading-based safety factor.
58#
發(fā)表于 2025-3-31 14:28:57 | 只看該作者
SFUD, IMPT, and Plan Robustness,ed service life of the tower. Foundation failures may include excessive tower movements, tilt of a tower, or even loss of contact with the ground. The state-of-the-art practice for foundation monitoring involves use of sensors such as tiltmeters, inclinometers or strain gauges at wind farms to measu
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發(fā)表于 2025-3-31 18:48:54 | 只看該作者
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