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  1. 901

    Multi-Criteria Analysis of Steel–Concrete–Steel Slab Performance: Dynamic Response Assessment Under Post-Fire Explosion by Shijie Zhang, Zhenfu Chen, Yizhi Liu, Qiuwang Tao, Dan Wu, Pinyu Zou

    Published 2025-04-01
    “…Steel–concrete–steel (SCS) composite slabs are widely used in critical infrastructures such as nuclear power plants, where systematic performance evaluation through multiple criteria is crucial due to their safety functions. …”
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    Article
  2. 902

    Mechanical Performance of Novel Split Precast Cap Beams by Zhanke Wu, Jingyu Qiao

    Published 2025-06-01
    “…Strain analysis confirmed effective composite action between the precast components and the postcast strip, validating the space plane-section assumption. …”
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    Article
  3. 903

    Morphological and Thermal Properties of Poly(Vinyl Alcohol)/Layered Double Hydroxide Hybrid Nanocomposite Fibers by A. F. Al Naim, J. Mazher, S. S. Ibrahim

    Published 2020-01-01
    “…Experimental Raman frequencies of the composite fibers were compared with the calculated Raman modes of the enol and ZnO monomers. …”
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    Article
  4. 904

    Mechanical properties and damage evolution mechanisms of polyurethane grouting materials for roadway reinforcement by Zijun Han, Hongtao Liu, Qinyu Liu, Jialu Liang, Xiaofei Guo, Yang Chen, Zhen Hao, Qiang Yao

    Published 2025-12-01
    “…This study focuses on a novel polyurethane-based composite polymer grouting material, systematically analyzing the mechanical response characteristics, damage evolution laws, and failure modes of grouting bodies with different particle sizes through uniaxial compression tests. …”
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    Article
  5. 905

    Impact of column axial load level of the seismic behavior of concrete-filled UHPC tubular column-to-footing connections reinforced with different spiral stirrup spacing by Rajai Z. Al-Rousan, Bara’a R. Alnemrawi

    Published 2025-06-01
    “…The behavior of the ultra-high-performance concrete (UHPC) filled tubular columns (CFUT) was investigated in this study using the method of nonlinear finite element analysis (NLFEA). …”
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    Article
  6. 906

    Flexural Wave Propagation and Defect States of Periodic Slab Track Structure in High-Speed Railway by Qiang Yi, Zeyu Wu, Lei Zhao, Zhiheng Li, Shuguo Wang

    Published 2025-01-01
    “…Local damage caused by contact loss between the composite slab and baseplate leads to defect states, and the frequencies of the defect states correspond to unique wave modes, demonstrating the localization of elastic waves near the defect location. …”
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    Article