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 *

145 related articles for article (PubMed ID: 34639898)

  • 1. Tie Rod-Equivalent Non-Linear Constitutive Law for Uniformly Loaded Cables.
    Croce P
    Materials (Basel); 2021 Sep; 14(19):. PubMed ID: 34639898
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Static and Dynamic Characteristics of a Long-Span Cable-Stayed Bridge with CFRP Cables.
    Xie X; Li X; Shen Y
    Materials (Basel); 2014 Jun; 7(6):4854-4877. PubMed ID: 28788710
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Life-Cycle Cost Analysis of Long-Span CFRP Cable-Stayed Bridges.
    Liu Y; Gu M; Liu X; Tafsirojjaman T
    Polymers (Basel); 2022 Apr; 14(9):. PubMed ID: 35566910
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Impact of Cross-Tie Properties on the Modal Behavior of Cable Networks on Cable-Stayed Bridges.
    Ahmad J; Cheng S; Ghrib F
    ScientificWorldJournal; 2015; 2015():989536. PubMed ID: 26167539
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Analytical Determination of Static Deflection Shape of an Asymmetric Extradosed Cable-Stayed Bridge Using Ritz Method.
    Lou D; Chen Y; Feng Q; Cai J
    Materials (Basel); 2022 Jun; 15(12):. PubMed ID: 35744312
    [TBL] [Abstract][Full Text] [Related]  

  • 6. A new multiconstraint method for determining the optimal cable stresses in cable-stayed bridges.
    Asgari B; Osman SA; Adnan A
    ScientificWorldJournal; 2014; 2014():503016. PubMed ID: 25050400
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Multiple Damaged Cables Identification in Cable-Stayed Bridges Using Basis Vector Matrix Method.
    Ren J; Zhu X; Li S
    Sensors (Basel); 2023 Jan; 23(2):. PubMed ID: 36679657
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Long-Term In-Service Monitoring and Performance Assessment of the Main Cables of Long-Span Suspension Bridges.
    Deng Y; Liu Y; Chen S
    Sensors (Basel); 2017 Jun; 17(6):. PubMed ID: 28621743
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Geometric nonlinear analysis of self-anchored cable-stayed suspension bridges.
    Hui-Li W; Yan-Bin T; Si-Feng Q; Zhe Z
    ScientificWorldJournal; 2013; 2013():734387. PubMed ID: 24282388
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Cable Interlayer Slip Damage Identification Based on the Derivatives of Eigenparameters.
    Zhong J; Yan Q; Mei L; Ye X; Wu J
    Sensors (Basel); 2018 Dec; 18(12):. PubMed ID: 30558375
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Development of inspection robots for bridge cables.
    Yun HB; Kim SH; Wu L; Lee JJ
    ScientificWorldJournal; 2013; 2013():967508. PubMed ID: 24459453
    [TBL] [Abstract][Full Text] [Related]  

  • 12. A new method to compute mechanical properties of a standing skyline for cable yarding.
    Knobloch C; Bont LG
    PLoS One; 2021; 16(8):e0256374. PubMed ID: 34411177
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Calibration of Elasto-Magnetic Sensors on In-Service Cable-Stayed Bridges for Stress Monitoring.
    Cappello C; Zonta D; Laasri HA; Glisic B; Wang M
    Sensors (Basel); 2018 Feb; 18(2):. PubMed ID: 29401751
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Concept of Placement of Fiber-Optic Sensor in Smart Energy Transport Cable under Tensile Loading.
    Drissi-Habti M; Abhijit N; Sriharsha M; Carvelli V; Bonamy PJ
    Sensors (Basel); 2022 Mar; 22(7):. PubMed ID: 35408062
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Comparative mechanical properties of spinal cable and wire fixation systems.
    Dickman CA; Papadopoulos SM; Crawford NR; Brantley AG; Gealer RL
    Spine (Phila Pa 1976); 1997 Mar; 22(6):596-604. PubMed ID: 9089931
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Analytical method for the out-of-plane buckling of the telescopic boom with guy cables.
    Meng L; Gui Z; Zhang K; Liu J; Liu S
    Sci Prog; 2021; 104(1):36850420984330. PubMed ID: 33427093
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Research on dynamic characteristics of large deformation shearer cable based on absolute node coordinate formulation method.
    Zhao L; Zhang H; Gao F; Han L; Ge M
    PLoS One; 2023; 18(2):e0281136. PubMed ID: 36763671
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Parametrically excited oscillation of stay cable and its control in cable-stayed bridges.
    Sun BN; Wang ZG; Ko JM; Ni YQ
    J Zhejiang Univ Sci; 2003; 4(1):13-20. PubMed ID: 12656337
    [TBL] [Abstract][Full Text] [Related]  

  • 19. SHM System and a FEM Model-Based Force Analysis Assessment in Stay Cables.
    Biliszczuk J; Hawryszków P; Teichgraeber M
    Sensors (Basel); 2021 Mar; 21(6):. PubMed ID: 33801788
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Damage Localization and Severity Assessment of a Cable-Stayed Bridge Using a Message Passing Neural Network.
    Son H; Pham VT; Jang Y; Kim SE
    Sensors (Basel); 2021 Apr; 21(9):. PubMed ID: 33946232
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 8.