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  1. 3001

    Finite Element Analysis and ANFIS investigation of seismic behavior of sandwich panels with different concrete material in two story steel building by Faezeh Jafari, Baitollah Badarloo

    Published 2019-08-01
    “…Using sandwich panels instead of conventional brick increased the building resistance against seismic load while decreasing the structure drift and acceleration. Increasing the Young's modulus of the shotcrete layer enhanced the behavior of the seismic panel. …”
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    Hybrid phase-field modeling of multi-level concrete gravity dam notched cracks by H. Mazighi, M.K. Mihoubi�, D. Santill�n

    Published 2022-07-01
    “…eld approach to simulate the crack propagation in laboratory-scale and life-scale structures. First, we apply our methodology to the three-point bending test on notched laboratory beams. …”
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  5. 3005

    Impact of hybrid nanoparticle reinforcements on mechanical properties of Epoxy-Polylactic Acid (PLA) Composites by K. Dileep, A. Srinath, N.R. Banapurmath, M. A. Umarfarooq, Ashok M. Sajjan

    Published 2024-10-01
    “…In this research, the variational mode decomposition (VMD) method is used for the drive-by health monitoring of bridges. …”
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    Investigating the settlement of the stone boulders breakwater located on the marine soft fine-grained soil by Amin Falamaki, Amir Hossein Shafiee, Jamal al-Din Iranmahboob, Farzad Arjmand

    Published 2024-03-01
    “…Stone boulders breakwaters are the most widespread and widely used type of breakwaters. if the foundations of these structures do not have sufficient bearing capacity, large settlements will await the structure. …”
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  10. 3010

    Hybrid machine learning-enabled multivariate bridge-specific seismic vulnerability and resilience assessment of UHPC bridges by Tadesse G. Wakjira, M. Shahria Alam

    Published 2025-06-01
    “…Efficient seismic vulnerability and resilience assessment is essential for ultra-high-performance concrete (UHPC) bridges, given their distinctive mechanical and structural properties. However, existing single-parameter-based probabilistic seismic demand (PSD) models overlook critical bridge‐specific characteristics and uncertainties. …”
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