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Titlebook: Advances in Frontier Research on Engineering Structures; Yang Yang Book‘‘‘‘‘‘‘‘ 2023 The Editor(s) (if applicable) and The Author(s) 2023

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發(fā)表于 2025-3-25 06:52:46 | 只看該作者
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發(fā)表于 2025-3-25 08:01:32 | 只看該作者
https://doi.org/10.1007/978-94-011-0601-6quency of the structure. In this paper, based on the action mechanism of the prestressing system, the externally prestressed simply supported steel beams are classified, and the energy method is used to establish the dynamic equations of the prestressed steel beams with three forms of cable distribu
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發(fā)表于 2025-3-25 15:21:40 | 只看該作者
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發(fā)表于 2025-3-26 00:20:02 | 只看該作者
https://doi.org/10.1007/978-94-009-1547-3nection) is inevitable. In order to study the mechanical properties of weak-axis connected steel plate shear walls, a 1/3 scaled steel plate wall specimen was designed and subjected to a cyclic test to investigate the properties of stiffness, strength, ductility and energy dissipation. On the basis
27#
發(fā)表于 2025-3-26 06:30:17 | 只看該作者
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29#
發(fā)表于 2025-3-26 13:50:02 | 只看該作者
C. A. Finch (Pentafin Associates)g capacity and safety. Anchor reinforcement is characterised by rapid construction and concealment. Traditional tension tests are difficult to meet the current requirements for quality control in engineering construction. In recent years, elastic wave anchor non-destructive technology has gradually
30#
發(fā)表于 2025-3-26 18:52:10 | 只看該作者
SpringerBriefs in Molecular Sciencesafety of underground engineering construction personnel and equipment. Based on Mohr–Coulomb strain softening model, the non-associated flow rule is adopted for plastic flow after material yield. By implanting Gu Ming-cheng and Tao Zhen-yu rockburst criterion in the software, the effects of differe
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