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 *

126 related articles for article (PubMed ID: 34903022)

  • 1. EWM-based design method for distortional buckling of cold-formed thin-walled lipped channel sections with holes.
    Yao X
    Math Biosci Eng; 2022 Jan; 19(1):972-996. PubMed ID: 34903022
    [TBL] [Abstract][Full Text] [Related]  

  • 2. 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]  

  • 3. Determination of Buckling Behavior of Web-Stiffened Cold-Formed Steel Built-Up Column under Axial Compression.
    Mohan M; Ramachandran A; Amran M; Borovkov A
    Materials (Basel); 2022 Apr; 15(9):. PubMed ID: 35591303
    [TBL] [Abstract][Full Text] [Related]  

  • 4. 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]  

  • 5. 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]  

  • 6. Catastrophic Influence of Global Distortional Modes on the Post-Buckling Behavior of Opened Columns.
    Teter A; Kolakowski Z
    Materials (Basel); 2020 Jul; 13(15):. PubMed ID: 32722362
    [TBL] [Abstract][Full Text] [Related]  

  • 7. 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]  

  • 8. Numerical Investigation of Composite Behavior and Strength of Rectangular Concrete-Filled Cold-Formed Steel Tubular Stub Columns.
    Wang L; An Y; Ding F; Kuang Y; Ma Q; Tan S; Zhang W; Zhao P; Ren E
    Materials (Basel); 2021 Oct; 14(20):. PubMed ID: 34683814
    [TBL] [Abstract][Full Text] [Related]  

  • 9. 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]  

  • 10. A Numerical Study of the Effect of Component Dimensions on the Critical Buckling Load of a GFRP Composite Strut under Uniaxial Compression.
    Doan QH; Thai DK; Tran NL
    Materials (Basel); 2020 Feb; 13(4):. PubMed ID: 32093131
    [TBL] [Abstract][Full Text] [Related]  

  • 11. 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]  

  • 12. Flexural Strength of Internally Stiffened Tubular Steel Beam Filled with Recycled Concrete Materials.
    Al Zand AW; Ali MM; Al-Ameri R; Badaruzzaman WHW; Tawfeeq WM; Hosseinpour E; Yaseen ZM
    Materials (Basel); 2021 Oct; 14(21):. PubMed ID: 34771860
    [TBL] [Abstract][Full Text] [Related]  

  • 13. On the buckling of an elastic holey column.
    Johnson CG; Jain U; Hazel AL; Pihler-Puzović D; Mullin T
    Proc Math Phys Eng Sci; 2017 Nov; 473(2207):20170477. PubMed ID: 29225498
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Strength Capacity and Failure Mode of Shear Connectors Suitable for Composite Cold Formed Steel Beams: Numerical Study.
    Elsawaf SA; Bamaga SO
    Materials (Basel); 2021 Jun; 14(13):. PubMed ID: 34209630
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Numerical Investigations of Perforated CFRP Z-Cross-Section Profiles, under Axial Compression.
    Falkowicz K
    Materials (Basel); 2022 Oct; 15(19):. PubMed ID: 36234215
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Experimental Optical Testing and Numerical Verification by CuFSM of Compression Columns with Modified Channel Sections.
    Paczos P; Pawlak AM
    Materials (Basel); 2021 Mar; 14(5):. PubMed ID: 33800100
    [TBL] [Abstract][Full Text] [Related]  

  • 17. An investigation on longitudinal residual strains distribution of thin-walled press-braked cold formed steel sections using 3D FEM technique.
    Mutafi A; Yidris N; Ishak MR; Zahari R
    Heliyon; 2018 Nov; 4(11):e00937. PubMed ID: 30839801
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions.
    Lee J; Kim S; Lee K; Kang YJ
    Materials (Basel); 2021 Apr; 14(9):. PubMed ID: 33922248
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Analytical and Experimental Study on Cold-Formed Steel Built-Up Sections for Bending.
    Sujitha R; Sunmathi N; Manikandan RK; Arunprasad J; Rajkumar S; Sharma S; Sharma K; Li C; Tag Eldin EM
    Materials (Basel); 2022 Oct; 15(20):. PubMed ID: 36295206
    [TBL] [Abstract][Full Text] [Related]  

  • 20. The Buckling and Post-Buckling of Steel C-Columns in Elevated Temperature.
    Czechowski L; Kędziora S; Kołakowski Z
    Materials (Basel); 2019 Dec; 13(1):. PubMed ID: 31877870
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 7.