These tools will no longer be maintained as of December 31, 2024. Archived website can be found here. PubMed4Hh GitHub repository can be found here. Contact NLM Customer Service if you have questions.


BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

123 related articles for article (PubMed ID: 38893914)

  • 1. Failure Analysis for Overall Overturning of Concrete Single-Column Pier Bridges Induced by Temperature and Overloaded Vehicles.
    Wang Y; Zhou Y; Xue Y; Yao C; Wang K; Luo X
    Materials (Basel); 2024 May; 17(11):. PubMed ID: 38893914
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Wavelet Packet Singular Entropy-Based Method for Damage Identification in Curved Continuous Girder Bridges under Seismic Excitations.
    Li D; Cao M; Deng T; Zhang S
    Sensors (Basel); 2019 Oct; 19(19):. PubMed ID: 31581606
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Experimental Research of the Time-Dependent Effects of Steel-Concrete Composite Girder Bridges during Construction and Operation Periods.
    Wang GM; Zhu L; Zhou GP; Han B; Ji WY
    Materials (Basel); 2020 May; 13(9):. PubMed ID: 32375242
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Deflection analysis of long-span girder bridges under vehicle bridge interaction using cellular automaton based traffic microsimulation.
    Zeng P; Wang RH; Sun Z; Zhou JY
    Math Biosci Eng; 2019 Jun; 16(5):5652-5671. PubMed ID: 31499730
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Rapid Seismic Evaluation of Continuous Girder Bridges with Localized Plastic Hinges.
    Wei Z; Lv M; Shen M; Wang H; You Q; Hu K; Jia S
    Sensors (Basel); 2022 Aug; 22(16):. PubMed ID: 36016072
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Experimental-Numerical Study on the Flexural Ultimate Capacity of Prestressed Concrete Box Girders Subjected to Collision.
    Li Y; Yu Z; Wu Q; Liu Y; Wang S
    Materials (Basel); 2022 Jun; 15(11):. PubMed ID: 35683246
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Non-linear finite element modeling of damages in bridge piers subjected to lateral monotonic loading.
    Ahmad A; Ahmed A; Iqbal M; Ali SM; Khan G; Eldin SM; Yosri AM
    Sci Rep; 2023 Aug; 13(1):13461. PubMed ID: 37596341
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Experimental Study on Hot Spot Stresses of Curved Composite Twin-Girder Bridges.
    Zhao R; Liu Y; Jiang L; Feng B; Fu Y; Zhang C
    Materials (Basel); 2022 Nov; 15(22):. PubMed ID: 36431408
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Modeling and Testing of a Composite Steel-Concrete Joint for Hybrid Girder Bridges.
    Shangguan B; Su Q; Casas JR; Su H; Wang S; Zhao R
    Materials (Basel); 2023 Apr; 16(8):. PubMed ID: 37110101
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Analysis of The Working Performance of Large Curvature Prestressed Concrete Box Girder Bridges.
    Yuan J; Luo L; Zheng Y; Yu S; Shi J; Wang J; Shen J
    Materials (Basel); 2022 Aug; 15(15):. PubMed ID: 35955348
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Comparison of Dynamic Amplification Factor of Deflection and Bending Moment of Highway Continuous Box-Girder Bridges by Mode Superposition.
    Wang Y; Zhou Y; Zhao Y; Zhao Y; Xue Y; Feng W
    Materials (Basel); 2024 Feb; 17(5):. PubMed ID: 38473513
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Time-Dependent Seismic Fragility of Typical Concrete Girder Bridges under Chloride-Induced Corrosion.
    Liu X; Zhang W; Sun P; Liu M
    Materials (Basel); 2022 Jul; 15(14):. PubMed ID: 35888485
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Transient response of bridge piers under eccentric impact of near-fault earthquake.
    Wang Z; Zeng Q; Du Y; An W
    Sci Rep; 2022 Oct; 12(1):16667. PubMed ID: 36198857
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Lateral Vibration Control of Long-Span Small-Radius Curved Steel Box Girder Pedestrian Bridge with Distributed Multiple Tuned Mass Dampers.
    Wei Z; Lv M; Wu S; Shen M; Yan M; Jia S; Bao Y; Han P; Zou Z
    Sensors (Basel); 2022 Jun; 22(12):. PubMed ID: 35746111
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Temperature Field Boundary Conditions and Lateral Temperature Gradient Effect on a PC Box-Girder Bridge Based on Real-Time Solar Radiation and Spatial Temperature Monitoring.
    Lei X; Fan X; Jiang H; Zhu K; Zhan H
    Sensors (Basel); 2020 Sep; 20(18):. PubMed ID: 32942667
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Experimental and Numerical Study of the Ultimate Flexural Capacity of a Full-Size Damaged Prestressed Concrete Box Girder Strengthened with Bonded Steel Plates.
    Li Y; Yu Z; Liu Y
    Materials (Basel); 2023 Mar; 16(6):. PubMed ID: 36984355
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Numerical Analysis on Transverse Splicing Structure for the Widening of a Long Multi-Span Highway Concrete Continuous Box Girder Bridge.
    Wu W; Zhang H; Liu Z; Wang Y
    Materials (Basel); 2022 Sep; 15(19):. PubMed ID: 36234143
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Load Test Analysis of a Long-Span Prestressed Nano-Concrete Highway Bridge.
    Yan L
    Int J Anal Chem; 2022; 2022():5169548. PubMed ID: 36245781
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Investigation of temperature effects on wide steel box girder of suspension bridge based on long-term monitoring data.
    Wang Y; Zhang G; Wang H; Liu L; Wang X; Zheng S; Huang J; Fu B; Zhou L
    Sci Rep; 2024 Apr; 14(1):9691. PubMed ID: 38678071
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Parametric study on responses of a self-anchored suspension bridge to sudden breakage of a hanger.
    Qiu W; Jiang M; Huang C
    ScientificWorldJournal; 2014; 2014():512120. PubMed ID: 25045734
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 7.