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  1. 41

    Safety Assessment of Ship Collision with Piers under the Protection of Anti-Collision Floating Box Based on BIM Technology by Ying-hao Chen, Cheng Liu, Xue-feng Zhao, Fa-xiong Li

    Published 2022-01-01
    “…BIM technology is used to realize a safety evaluation method for the anti-collision floating box protection when the ship is colliding with piers. Established a BIM-based parametric preprocessing model for ships, piers, and anti-collision facilities, and opened the interface with ABAQUS longitudinally. …”
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    Article
  2. 42

    Method for Determining Longitudinal Stiffness of Combined Double Thin-Walled Pier Based on Train-Track-Bridge Interaction by Hui Fang, Zhaowei Chen

    Published 2020-01-01
    “…Combined double thin-walled pier is a new kind of pier adopted in the urban transit system in China, whose longitudinal stiffness cannot be determined by adopting traditional methods. …”
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    Article
  3. 43

    Risk-Based Multiobjective Optimal Seismic Design for RC Piers Using the Response Surface Method and NSGA-II by Sicong Hu, Yixuan Zou, Yufeng Gai, Zheng Huang, Guquan Song

    Published 2021-01-01
    “…In this paper, a risk-based multiobjective optimal seismic design method for reinforced concrete (RC) piers is proposed. This method is used to determine the size and reinforcement ratios of piers to minimize the seismic risk of bridge systems and the construction cost of piers. …”
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    Shaking Table Test Study on the Earthquake Behavior of High-Speed Railway Bridge Pier with Rounded Rectangular Cross Section by Xin Kang, Yongjian Zuo, Leqiao Zeng, Linna Peng, Qiliang Wang, Xiaoxiang Wang, Libin Deng, Jia Hu, Zhuo Li, Likun Li

    Published 2022-01-01
    “…Rounded rectangular cross section piers were widely used for high-speed railway (HSR) bridges in China. …”
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    Article
  6. 46

    Experimental Study on the Impact Resistance of Closed-Cell Aluminum Foam Protective Materials to RC Piers under Lateral Impact by Xiwu Zhou, Wen Zhang, Xiangyu Wang, Wenchao Zhang, Meng Zhan

    Published 2021-01-01
    “…In this study, the lateral impact tests of six RC piers which were protected by closed-cell aluminum foam (CCAF) were carried out by making use of an ultrahigh drop hammer horizontal impact test system. …”
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    Article
  7. 47

    Seismic Fragility Analysis of the Reinforced Concrete Continuous Bridge Piers Based on Machine Learning and Symbolic Regression Fusion Algorithms by Hanbo Zhu, Changqing Miao

    Published 2021-01-01
    “…Finally, the probabilistic seismic demand analysis (PSDA) and seismic fragility analysis were performed by the cloud-stripe method. Taking the pier of a three-span continuous reinforced concrete hollow slab bridge as an example, a nonlinear finite element model was established for vulnerability analysis. …”
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    Article
  8. 48

    Analytical Evaluation of Reinforced Concrete Pier and Cast-in-Steel-Shell Pile Connection Behavior considering Steel-Concrete Interface by Jiho Moon, Dawn E. Lehman, Charles W. Roeder, Hak-Eun Lee, Tae-Hyung Lee

    Published 2016-01-01
    “…In this study, the structural behavior of the RC pier and the CISS pile connection is simulated by using an advanced 3D finite element (FE) method, where the interface between the steel and concrete is also modeled. …”
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    Article
  9. 49

    Prediction of Adverse Maternal Outcomes in Women with Early-Onset Preeclampsia with Severe Features in Mexico: Validation of the Full-PIERS Model by Eduardo Ponce Nájera, Marcela Montoya Hinojosa, Rogelio Armando Lozano Galván, Diego González Oropeza

    Published 2024-01-01
    “…Objective. Validate the full-PIERS model in predicting adverse maternal outcomes in women with early-onset preeclampsia with severe features in our population. …”
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    Article
  10. 50

    Study on the Influence of Closed-Cell Aluminum Foam on the Impact Performance of Concrete Pier after Equal Replacement with Stainless Steel Reinforcement by Xiwu Zhou, Honglong Zhang, Wenchao Zhang, Guoxue Zhang

    Published 2020-01-01
    “…In this study, the impact test of two groups of reinforced concrete piers protected by closed-cell aluminum foam is carried out by using the ultrahigh drop hammer impact test system. …”
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    Article
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    Study on Concrete Pier Impact Performance after Implementing Equal Cross-Section Stainless Steel with Protection from Closed-Cell Aluminum Foam by Xiwu Zhou, Honglong Zhang, Wenchao Zhang, Guoxue Zhang

    Published 2020-01-01
    “…In the present study, in order to examine the impact performances of ordinary reinforced concrete bridge piers which have been replaced by stainless-steel bars of equal cross-sections under the protective condition of anticollision material, the impact dynamic responses of the ordinary reinforced concrete bridge piers, with replacements under the protection of closed-cell aluminum foam, were compared and analyzed using an ultrahigh drop hammer impact test system. …”
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    Article
  14. 54

    Auxiliary Piers on Long-Span Specially Shaped Mixed Steel Structure Main Tower Cable-Stayed Bridge: Research on the Impact on the Dynamic Performance by Shanshan Guo, Deyong Cui, Shaokun Ma

    Published 2021-01-01
    “…Auxiliary piers induce relatively large changes; the changes with 3 pairs of auxiliary piers for a single span is compared with those with 1 pair for a single span, and 3 pairs and 1 pair of auxiliary piers are added to both spans for comparison. …”
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