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    Force analysis of slope reinforced by Frame-Anchor-Support-Structure based on improved horizontal slice method. by Guang-Wen Fang, Fei Guo, An-Ping Huang

    Published 2025-01-01
    “…As a flexible support structure commonly used in slope stabilization and management, the Frame-Anchor-Support-Structure (FASS) is of great significance in studying the actual stress situation to ensure the safety of slopes. …”
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    Article
  4. 324

    Improving Performance of Real-Time Object Detection in Edge Device Through Concurrent Multi-Frame Processing by Seunghwan Kim, Changjong Kim, Sunggon Kim

    Published 2025-01-01
    “…To do this, we first divide the video into individual frames and group the frames according to the number of cores in the device. …”
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    Article
  5. 325

    THE RACK MECHANISM FOR DRIVING THE ACCESS FRAME IN A MULTI-STOREY ROBOTIC PARKING LOT ON DÂMBOVIȚA RIVER by Edward RĂȘCHITOR, Carmen Elisabeta RADU

    Published 2023-05-01
    “…For the access to the parking lot, a mechanism will be used that includes a shaft on which there are two engaging gears with two racks mounted on the vertical sides of the frame. …”
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    Article
  6. 326

    Life Comparative Analysis of Energy Consumption and CO2 Emissions of Different Building Structural Frame Types by Sangyong Kim, Joon-Ho Moon, Yoonseok Shin, Gwang-Hee Kim, Deok-Seok Seo

    Published 2013-01-01
    “…The objective of this research is to quantitatively measure and compare the environmental load and construction cost of different structural frame types. Construction cost also accounts for the costs of CO2 emissions of input materials. …”
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    Article
  7. 327

    Modeling MAC Protocol Based on Frame Slotted Aloha for Low Energy Critical Infrastructure Sensor Networks by Niamat Ullah, Kifayat Ullah, S. M. Riazul Islam, Pervaiz Khan, Sana Ullah, Kyung Sup Kwak

    Published 2015-06-01
    “…As the packet drop probability plays crucial role in LECIM applications, we propose framed slotted aloha based MAC for LECIM using linearly increased contention window size to reduce the packet drop probability. …”
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    Article
  8. 328

    Experimental Study on Progressive Collapse Performance of Frame with Specially Shaped Columns Subjected to Middle Column Removal by Tiecheng Wang, Qingwei Chen, Hailong Zhao, Lei Zhang

    Published 2016-01-01
    “…A static collapse experiment was carried out to study the progressive collapse resistance and failure mechanisms and modes of a 1/3-scale, 2×3-bay, and 2-story reinforced concrete frame with specially shaped columns subjected to middle column removal. …”
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  9. 329

    Seismic Fragility Assessment of RC Plan-Asymmetric Wall-Frame Structures Based on the Enhanced Damage Model by Ning Wang, Xiaoning Huang, Dan Zhang

    Published 2021-01-01
    “…In this study, the classic probabilistic seismic fragility assessment method is used to assess RC plan-asymmetric wall-frame structures based on the enhanced damage model. …”
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  10. 330

    Evaluation of the Response of Posttensioned Steel Frames with Energy Dissipators Using Equivalent Single-Degree-of-Freedom Systems by J. Luz Rivera, Arturo López-Barraza, Sonia E. Ruiz, Alfredo Reyes-Salazar

    Published 2014-01-01
    “…The hysteretic energy (EH) dissipated in posttensioned steel frames (PTSF) with hysteretic dampers is calculated by using equivalent single-degree-of-freedom systems (ESDOFS), where the nonlinearity of both the steel bars (beam and columns) and the connections of the structural frame is separately considered. …”
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    Article
  11. 331

    How does playfulness (re)frame the world? Evidence for selective cognitive and behavioral redirecting in times of adversity by Xiangyou Shen, Zoe Crawley

    Published 2025-02-01
    “…While playfulness has been theorized to affect how individuals frame or reframe situations, this widely accepted premise lacks theoretical specification and empirical validation. …”
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    Article
  12. 332

    Image Recognition Based on Two-Dimensional Principal Component Analysis Combining with Wavelet Theory and Frame Theory by Pingping Tao, Xiaoliang Feng, Chenglin Wen

    Published 2018-01-01
    “…Then, the preprocessed image matrices are used to obtain the eigenvectors, and the eigenvectors are interpolated with frame, which makes more sufficient information in the frame theory and better extracts the features on the image. …”
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    The Performance of Resistance Progressive Collapse Analysis for High-Rise Frame-Shear Structure Based on OpenSees by Qiang Zhang, Yaozhuang Li

    Published 2017-01-01
    “…On these bases, 3 groups of typical frame-shear structure systems were designed to perform nonlinear dynamic collapse analysis under different initial failure conditions, in order to study the impact of the number of floors and earthquake resistant design on the progressive collapse resistance of frame-shear structures. …”
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  15. 335

    Fracture Mechanics Models for Brittle Failure of Bottom Rails due to Uplift in Timber Frame Shear Walls by Joergen L. Jensen, Giuseppe Caprolu, Ulf Arne Girhammar

    Published 2016-01-01
    “…In partially anchored timber frame shear walls, hold-down devices are not provided; hence the uplift forces are transferred by the fasteners of the sheathing-to-framing joints into the bottom rail and via anchor bolts from the bottom rail into the foundation. …”
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    A Moving Frame Trajectory Tracking Method of a Flying-Wing UAV Using the Differential Geometry by Yi Zhu, Xin Chen, Chuntao Li

    Published 2016-01-01
    “…Firstly, the basic concepts of the moving frame are given. Secondly the transfer principles of various moving frames are formulated and the Bishop frame is selected as a final choice for its flexibility. …”
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  19. 339

    Experimental Research and Theoretical Analysis of the Seismic Behavior of Prefabricated Semirigid Steel Frame with X-Shaped Braces by Rongqian Yang, Xuejun Zhou

    Published 2019-01-01
    “…The results showed that the prefabricated semirigid steel frames with X-shaped braces had good seismic behavior, the braces cooperated well with the steel frame in resisting lateral load, and the braces failed before the steel frame, which meant the structure had two seismic fortification lines. …”
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