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    Theoretical Model Development for Energy Motion of Dusty Turbulent Flow of Fibre Suspensions in a Rotational Frame by Shams Forruque Ahmed

    Published 2022-01-01
    “…Solid particles, such as dust particles, notably affect the turbulent flow field in a rotational frame. In assessing their impacts, the dusty turbulent flow for fibre suspensions needs to be studied in a frame of rotation that can be substantially applied in many industries. …”
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    Corrigendum to “Smarandache Ruled Surfaces according to Frenet-Serret Frame of a Regular Curve in E3” by Soukaina Ouarab

    Published 2022-01-01
    “…In this paper, we introduce original definitions of Smarandache ruled surfaces according to Frenet-Serret frame of a curve in E3. It concerns TN-Smarandache ruled surface, TB-Smarandache ruled surface, and NB-Smarandache ruled surface. …”
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  7. 347

    A Frame-Based Conjugate Gradients Direct Search Method with Radial Basis Function Interpolation Model by Xiaowei Fang, Qin Ni

    Published 2017-01-01
    “…In this paper, we propose a new hybrid direct search method where a frame-based PRP conjugate gradients direct search algorithm is combined with radial basis function interpolation model. …”
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  8. 348

    Deflection-Based Numerical Evaluation of Steel, Bamboo Fibre, and Carbon Fibre Polymer Reinforced Portal Frame by S.O Odeyemi, M.A Olawale, M.O Adisa, O.D Atoyebi, Z.T Giwa

    Published 2024-06-01
    “…This study aims to compare numerically the deflection resistance of portal frames reinforced with steel, bamboo fibre, and carbon fibre polymers using Abaqus version 6.14. …”
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  9. 349

    Seismic Performance of Modular Structures with Novel Steel Frame: Light Gauge Slotted Steel Stud Walls by Chao Gong, Dawei Sun, Qixian Chen, Yong Zhu, Mingxu Shang, Faqi Liu

    Published 2022-01-01
    “…Observed from the results of a ten-storey modular steel structure infilled with LGSS shear walls, the maximum storey drift reduced by 50.1–79.50% compared to the corresponding pure steel frame structure under the selected high-intensity seismic waves. …”
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    Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions by Mikhail V. Berlinov

    Published 2024-12-01
    “…Long-term operation of a reinforced concrete frame on a soil base, taking into account corrosion damage, is evaluated. …”
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    Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence by Peng Wang, Qingxuan Shi, Feng Wang, Siusiu Guo

    Published 2020-01-01
    “…Taking the vulnerability index as an evaluation parameter, the structural vulnerability index when subjected to an intensity 8 earthquake under the action of the main aftershock is approximately 10% larger than under the action of a single main shock. Meanwhile, the SRC frame-core structure designed according to the current Chinese specifications meets the expected seismic fortification target, even after being acted upon by the main aftershock ground motion sequence.…”
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  17. 357

    Analysis on Deformation Failure and Structural Mechanical Characteristics of Multistage Loess Slope Supported by Frame Structure with Anchors by Kui-bin Yang, Yan-peng Zhu, Lin-ping Wu, Xin-guo Duan, Duo-bang Shi, Xiao-tao Du

    Published 2022-01-01
    “…Frame anchor supporting structure is widely accepted in the loess area, especially in the multistage slopes along the road. …”
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  18. 358

    Numerical Simulations and Control of Offshore Energy Harvesting Using Piezoelectric Materials in a Portal Frame Structure by Wagner B. Lenz, Mauricio A. Ribeiro, Rodrigo T. Rocha, Jose M. Balthazar, Angelo M. Tusset

    Published 2021-01-01
    “…Buoy systems are an alternative for micropowering small devices in remote locations. Portal frames are very useful to harvest the energy of the waves into usable energy. …”
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  19. 359

    Investigation on Seismic Performance of Bidirectional Self-Centering Reinforced Concrete Frame Structures by Shaking Table Tests by Zhenying Wang, Chenxi Mao, Lili Xie

    Published 2020-01-01
    “…This paper presents an experimental study on the seismic performance of a bidirectional self-centering reinforced concrete (RC) frame structure. In the structure, the column-base joints, which were installed with external mild steel (MS) dampers, could uplift freely and the beam-column joints could open effectively under earthquake excitations. …”
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