Search Results - "Emadi, Seyyedbehrad"

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  1. 1

    Simplified Calculation of Shear Rotations for First-Order Shear Deformation Theory in Deep Bridge Beams by Emadi, Seyyedbehrad, Ma, Haiying, Lozano-Galant, Jose Antonio, Turmo, Jose

    Published in Applied sciences (01-03-2023)
    “…Nodal rotations are produced by bending and shear effects and bending rotations can be easily calculated using Euler–Bernoulli’s stiffness matrix method…”
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    Journal Article
  2. 2

    Observing Material Properties in Composite Structures from Actual Rotations by Emadi, Seyyedbehrad, Sun, Yuan, Lozano-Galant, Jose A., Turmo, Jose

    Published in Applied sciences (01-10-2023)
    “…The shear deflection effects are traditionally neglected in most structural system identification methods. Unfortunately, this assumption might lead to…”
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    Journal Article
  3. 3

    Enhancing the Accuracy of Low-Cost Inclinometers with Artificial Intelligence by Lozano, Fidel, Emadi, Seyyedbehrad, Komarizadehasl, Seyedmilad, Arteaga, Jesús González, Xia, Ye

    Published in Buildings (Basel) (01-02-2024)
    “…The development of low-cost structural and environmental sensors has sparked a transformation across numerous fields, offering cost-effective solutions for…”
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    Journal Article
  4. 4

    Experimental and Numerical Study on UHPC–RC Decks within Hogging Moment Region by Long, Guanxu, Zhou, Ruigen, Ma, Haiying, Xin, Gongfeng, Emadi, Seyyedbehrad, Shi, Xuefei

    Published in Applied sciences (01-11-2022)
    “…Steel–concrete composite continuous bridges can take full advantage of concrete and steel, but in regions with hogging moments, cracking of the concrete deck…”
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    Journal Article
  5. 5

    Failure mechanism and design method for box girder bridge with interior hinged supports under eccentrically vertical loads by Shi, Xuefei, Zhou, Zijie, Ma, Haiying, Emadi, Seyyedbehrad, Cao, Zhen

    Published in Structures (Oxford) (01-02-2023)
    “…This paper presents the study to uncover the response, failure mechanism and design method of overturning of box girder bridges with interior hinged supports…”
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    Journal Article