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  1. 301

    Nonlinear Earthquake Analysis of Reinforced Concrete Frames with Fiber and Bernoulli-Euler Beam-Column Element by Muhammet Karaton

    Published 2014-01-01
    “…However, seismic damage analyses of an 8-story RC frame structure with soft-story are investigated for cases of lumped/distributed mass and load. …”
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    Article
  2. 302

    On Factors behind the Reasonable Failure Mode of Concrete-Filled Circular Steel Tubular Composite Frame by Yang-bing Liu, Ping-ping Cui, Fang Chen

    Published 2021-01-01
    “…As the most basic structure, the concrete-filled steel tubular (CFST) frame has been widely used in various structures and systems. …”
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    Article
  3. 303

    Comparison of fit of poly (etheretherketone) and cobalt-chromium removable partial denture frames: an in-vitro study. by Ary Yaqoub Putros, Jawad Mohammed Mikaeel

    Published 2023-06-01
    “…The other three abutments showed no significant difference. Conclusion: RPD frames made from PEEK showed a slightly better fit than Co-Cr frames. …”
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  6. 306

    Smarandache Ruled Surfaces according to Frenet-Serret Frame of a Regular Curve in E3 by Soukaina Ouarab

    Published 2021-01-01
    “…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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    Performance-Based Seismic Fragility and Risk Assessment of Five-Span Continuous Rigid Frame Bridges by Fangwen Wu, Jingwen Zhou, Yangyang Zhao, Guangqian Wang, Wenlong Tang, Jianfei Luo, Usama Ibrahim, Yuanying Meng

    Published 2021-01-01
    “…The proposed method included three steps: (1) performance-based seismic fragility estimation of a five-span continuous rigid frame bridge, (2) seismic hazard analysis for locations of the bridge, and (3) seismic risk analysis of the bridge. …”
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    Article
  9. 309

    Some Special Ruled Surfaces Generated by a Direction Curve according to the Darboux Frame and their Characterizations by Nidal Echabbi, Amina Ouazzani Chahdi

    Published 2021-01-01
    “…In this work, we consider the Darboux frame T,V,U of a curve lying on an arbitrary regular surface and we construct ruled surfaces having a base curve which is a V-direction curve. …”
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  10. 310

    Shaking Table Test for Evaluating the Seismic Performance of Steel Frame Retrofitted by Buckling-Restrained Braces by Tingting Wang, Jianhua Shao, Chao Zhao, Wenjin Liu, Zhanguang Wang

    Published 2021-01-01
    “…To investigate the seismic performance of buckling-restrained braces under the earthquake action, the shaking table test with a two-story 1/4 scale model is carried out for the ordinary pure steel frame and the buckling-restrained bracing steel frame with low-yield-point steel as the core plate. …”
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  15. 315

    Experiment on Behavior of a New Connector Used in Bamboo (Timber) Frame Structure under Cyclic Loading by Junwen Zhou, Dongsheng Huang, Chun Ni, Yurong Shen, Longlong Zhao

    Published 2018-01-01
    “…Based on a comprehensive analysis of the mechanical performance of several wood connections, a new connector for the bamboo (timber) frame joint was proposed in this paper. Three full-scale T-type joint specimens were designed to study the mechanical performance under cyclic loading. …”
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  18. 318

    The Influence of Buckling Mode and Buckling Stability Coefficient of Rigid-Frame Bridge during Construction in Cold Region by Jiangjiang Li, Xuanyu Zhang, Xiandong Wang

    Published 2022-01-01
    “…The study aims to further standardize the construction process, improve the construction quality, and ensure the stability of infrastructure construction. The continuous rigid-frame bridge is taken as the research object, the finite element model of the bridge body is established by using the beam element, and the overall stability of the rigid-frame bridge is analyzed in the construction and completion stages. …”
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    Article
  19. 319

    Spectral Representation-Based Multidimensional Nonstationary Ground Motion Model for Seismic Reliability Analysis of Frame Structures by Lawali Moussa Laminou, Xinghua Chen

    Published 2021-01-01
    “…The random seismic responses are then combined with the probability density evolution method (PDEM) to carry out the seismic reliability analysis of a randomly base-excited moment-resisting frame structure. In the numerical analysis, the nonlinear seismic responses and reliability of a 10-story reinforced concrete frame structure are carefully investigated in accordance with the Egyptian seismic code. …”
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  20. 320