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 *

153 related articles for article (PubMed ID: 34500917)

  • 21. Novel method for an optimised calculation of modal analysis of girder bridge decks.
    Gaute-Alonso A; Garcia-Sanchez D; Ramos-Gutierrez ÓR
    Sci Rep; 2022 Jul; 12(1):12500. PubMed ID: 35864138
    [TBL] [Abstract][Full Text] [Related]  

  • 22. Experimental and Numerical Investigation on the Ultimate Vertical Bearing Capacity of U-Shaped Girder with Damaged Web.
    Zhang J; Jing Y; Li P; Han W; Zhang N; Zhou Y
    Sensors (Basel); 2019 Aug; 19(17):. PubMed ID: 31470533
    [TBL] [Abstract][Full Text] [Related]  

  • 23. Behavior and Limit States of Long-Span Composite Floor Beams with Simple Shear Connections subject to Compartment Fires: Experimental Evaluation.
    Choe L; Ramesh S; Grosshandler W; Hoehler M; Seif M; Gross J; Bundy M
    J Struct Eng (N Y N Y); 2020; 146(6):. PubMed ID: 33041477
    [TBL] [Abstract][Full Text] [Related]  

  • 24. A Semi-Empirical Deflection-Based Method for Crack Width Prediction in Accelerated Construction of Steel Fibrous High-Performance Composite Small Box Girder.
    Gautam BG; Xiang YQ; Qiu Z; Guo SH
    Materials (Basel); 2019 Mar; 12(6):. PubMed ID: 30909492
    [TBL] [Abstract][Full Text] [Related]  

  • 25. Part I: The Analytical Model Predicting Post-Yield Behavior of Concrete-Encased Steel Beams Considering Various Confinement Effects by Transverse Reinforcements and Steels.
    Nguyen DH; Hong WK
    Materials (Basel); 2019 Jul; 12(14):. PubMed ID: 31323855
    [TBL] [Abstract][Full Text] [Related]  

  • 26. Cyclic Load Test and Finite Element Analysis of NOVEL Buckling-Restrained Brace.
    Alemayehu RW; Kim Y; Bae J; Ju YK
    Materials (Basel); 2020 Nov; 13(22):. PubMed ID: 33198238
    [TBL] [Abstract][Full Text] [Related]  

  • 27. Interactive Buckling of Steel LC-Beams Under Bending.
    Kolakowski Z; Jankowski J
    Materials (Basel); 2019 May; 12(9):. PubMed ID: 31058817
    [TBL] [Abstract][Full Text] [Related]  

  • 28. 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]  

  • 29. Experimental Investigation of a Slip in High-Performance Steel-Concrete Small Box Girder with Different Combinations of Group Studs.
    Gautam BG; Xiang Y; Liao X; Qiu Z; Guo S
    Materials (Basel); 2019 Aug; 12(17):. PubMed ID: 31470559
    [TBL] [Abstract][Full Text] [Related]  

  • 30. The Influence of the Layer Arrangement on the Distortional Post-Buckling Behavior of Open Section Beams.
    Kubiak T; Urbaniak M; Kazmierczyk F
    Materials (Basel); 2020 Jul; 13(13):. PubMed ID: 32640568
    [TBL] [Abstract][Full Text] [Related]  

  • 31. Prediction for elastic local buckling stress and ultimate strength of H-section beam.
    Wang T; Zha Z; Pan C
    Heliyon; 2023 Apr; 9(4):e14700. PubMed ID: 37025862
    [TBL] [Abstract][Full Text] [Related]  

  • 32. The Mechanical Properties of Reinforced Concrete Plate-Girders when Placed Under Repeated Simulated Vehicle Loads.
    Zhang J; Li P; Mao Y; Dong Z
    Materials (Basel); 2019 Jun; 12(11):. PubMed ID: 31195740
    [TBL] [Abstract][Full Text] [Related]  

  • 33. Effect of structural repairs on the load rating and reliability of a prestressed concrete bridge.
    Debees M; Luleci F; Catbas FN
    Adv Bridge Eng; 2023; 4(1):8. PubMed ID: 37124422
    [TBL] [Abstract][Full Text] [Related]  

  • 34. Experimental Study on a Novel Shear Connection System for FRP-Concrete Hybrid Bridge Girder.
    Rajchel M; Kulpa M; Siwowski T
    Materials (Basel); 2020 Apr; 13(9):. PubMed ID: 32349438
    [TBL] [Abstract][Full Text] [Related]  

  • 35. Experimental investigation of four-point bending of thin walled open section steel beam loaded and set in the shear center.
    Obst M; Wasilewicz P; Adamiec J
    Sci Rep; 2022 May; 12(1):7275. PubMed ID: 35508499
    [TBL] [Abstract][Full Text] [Related]  

  • 36. Study of Practical Analysis Method for Shear Warping Deformationof Composite Box Girder with Corrugated Steel Webs.
    Zhou M; Zhang Y; Lin P; Ji W; Huang H
    Materials (Basel); 2023 Feb; 16(5):. PubMed ID: 36902960
    [TBL] [Abstract][Full Text] [Related]  

  • 37. Failure Mechanism of Hybrid Steel Beams with Trapezoidal Corrugated-Web Non-Welded Inclined Folds.
    Elamary AS; Alharthi Y; Abdalla O; Alqurashi M; Sharaky IA
    Materials (Basel); 2021 Mar; 14(6):. PubMed ID: 33804139
    [TBL] [Abstract][Full Text] [Related]  

  • 38. INFLUENCE OF MATERIAL MODELS ON PREDICTING THE FIRE BEHAVIOR OF STEEL COLUMNS.
    Choe L; Zhang C; Luecke WE; Gross JL; Varma AH
    Fire Technol; 2017 Jan; 53(1):375-400. PubMed ID: 28133392
    [TBL] [Abstract][Full Text] [Related]  

  • 39. Impact of Geometrical Imperfections on Estimation of Buckling and Limit Loads in a Silo Segment Using the Vibration Correlation Technique.
    Żmuda-Trzebiatowski Ł; Iwicki P
    Materials (Basel); 2021 Jan; 14(3):. PubMed ID: 33530341
    [TBL] [Abstract][Full Text] [Related]  

  • 40. Distortional buckling behavior and design method of cold-formed steel lipped channel with rectangular holes under axial compression.
    Guo Y; Yao X
    Math Biosci Eng; 2021 Jul; 18(5):6239-6261. PubMed ID: 34517532
    [TBL] [Abstract][Full Text] [Related]  

    [Previous]   [Next]    [New Search]
    of 8.