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  1. 1281

    Predicting Shear Strength in FRP-Reinforced Concrete Beams Using Bat Algorithm-Based Artificial Neural Network by Mohammad Nikoo, Babak Aminnejad, Alireza Lork

    Published 2021-01-01
    “…The results confirm that the bat algorithm-optimized ANN is more capable, flexible, and provides superior precision than the other three models in determining the shear strength of the FRP-reinforced concrete beams.…”
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    Article
  2. 1282

    Study on seismic performance of high-strength steel earthquake-resilient beam-column joint with double damage elements by Hongchao Guo, Dongdong Zheng, Jing Lu, Xudong Zhou, Wenqi Wang, Yunhe Liu

    Published 2025-03-01
    “…In contrast, main components like beams and columns dissipate less than 10% of energy. …”
    Article
  3. 1283

    Investigation on the characterization and modelling of Fracture Process Zone behavior in Concrete Beams subjected to Three-Point Loading Tests by H. S. Vishwanatha, S. Muralidhara, B. K. Raghu Prasad

    Published 2025-02-01
    “…The outcome of present investigation clearly provides the evaluation method of FPZ in concrete beams of different sizes. …”
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    Article
  4. 1284

    A Cone-Beam Computed Tomography Scanning of the Root Canal System of Permanent Teeth among the Moscow Population by Svetlana Razumova, Anzhela Brago, Lamara Khaskhanova, Ammar Howijieh, Haydar Barakat, Ashot Manvelyan

    Published 2018-01-01
    “…The aim of this study was to evaluate the root and root canal number of permanent teeth among the Moscow population using cone-beam computed tomography (CBCT) scanning. Materials and methods. 300 CBCT images of subjects were analyzed to study the anatomy of roots and root canal system of each tooth. …”
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    Article
  5. 1285

    Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge by Yan Shi, Zhanhong Zhang, Hongguo Qin, Xiangyu Zhao, Xiong Yang

    Published 2020-01-01
    “…The result showed that the presence of arch rib in a continuous beam-arch bridge amplifies the transverse displacement response of the girder compared with that in a continuous beam bridge of equal mass. …”
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    Article
  6. 1286

    Stiffness Calculation for Negative Moment Region of Steel-Concrete Composite Beams considering the Influence of Cracking and Interface Slip by Wenlong Cao, Jianqing Bu, Cunbao Zhao, Xueyan Wang, Liping Zhang, Jiren Zhang

    Published 2022-01-01
    “…Concrete cracking and interface slip decrease the bending stiffness of steel-concrete composite beams (SCCBs) in the negative moment region. To evaluate this decrease in the stiffness of SCCBs, a static differential equation is used to derive analytical expressions of interface slip and deflection. …”
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    Article
  7. 1287

    Problematizando a questão da terceira idade no contexto atual da sociedade do oeste do Paraná by Eneida Maria Troller Conte

    Published 2000-01-01
    “…O estudo enfatiza a importância de compreender a terceira idade como uma fase de oportunidades e não como um problema. …”
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    Article
  8. 1288

    Positive Position Feedback Control for High-Amplitude Vibration of a Flexible Beam to a Principal Resonance Excitation by Li Jun

    Published 2010-01-01
    “…The application of active linear absorber based on positive position feedback control strategy to suppress the high-amplitude response of a flexible beam subjected to a primary external excitation is developed and investigated. …”
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    Article
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  12. 1292

    The effect of beam width and crack-depth ratio on mode I fracture toughness of RCB: an experimental and numerical study by Seleem S. E. Ahmad, Ghada M.A. Gamiaa, Abd El-Monem I. El-Kholy

    Published 2024-01-01
    “…Furthermore, the fracture toughness values in this study show a slight increase due to the utilization of RC concrete beams with wider width. The validity of the presented concept was demonstrated by comparing the experimentally measured load vs. deflection values to the predicted numerical values and finding them to be acceptable…”
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  13. 1293

    A Study on Self-Consolidate Concrete in Experimental Reinforced-Concrete Beam Column Structures with Alccofine and Steel Fiber by G. Vimal Arokiaraj, G. Elangovan

    Published 2022-01-01
    “…The test results of Alccofine-10% showed the higher loading capacity than that of Alccofine-5% and Alccofine-15% in self-consolidating concrete RC beam column joints. …”
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  14. 1294

    The Effect of Axial Force on the Free Vibration of an Euler-Bernoulli Beam Carrying a Number of Various Concentrated Elements by Gürkan Şcedilakar

    Published 2013-01-01
    “…All analyses were performed using an Euler beam assumption and the Finite Element Method. The beam used in the analyses is accepted as pinned-pinned. …”
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