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 *

130 related articles for article (PubMed ID: 24883420)

  • 1. Seismic behavior and force-displacement characterization of neotype column-slab high piers.
    Zhou Y; Zhang Y; Ye M; Zhan M
    ScientificWorldJournal; 2014; 2014():653247. PubMed ID: 24883420
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Seismic performance of RC beam-column connections with continuous rectangular spiral transverse reinforcements for low ductility classes.
    Azimi M; Bin Adnan A; Sam AR; Tahir MM; Faridmehr I; Hodjati R
    ScientificWorldJournal; 2014; 2014():802605. PubMed ID: 25309957
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Hysteretic behavior of prestressed concrete bridge pier with fiber model.
    Wang HL; Feng GQ; Qin SF
    ScientificWorldJournal; 2014; 2014():467350. PubMed ID: 24578635
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Ductility enhancement of post-Northridge connections by multilongitudinal voids in the beam web.
    Naimi S; Celikag M; Hedayat AA
    ScientificWorldJournal; 2013; 2013():515936. PubMed ID: 24311977
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Seismic Performance of Bridge Piers Constructed with PP-ECC at Potential Plastic Hinge Regions.
    Jia Y; Zhao R; Li F; Zhou Z; Wang Y; Zhan Y; Shi X
    Materials (Basel); 2020 Apr; 13(8):. PubMed ID: 32316124
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Numerical Investigation of the Performance of Segmental CFST Piers with External Energy Dissipators under Lateral Cyclic Loadings.
    Wang C; Qu Z; Shen Y; Jiang J; Yin C; Zong Y
    Materials (Basel); 2022 Oct; 15(19):. PubMed ID: 36234334
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Ductility and strength reduction factors for degrading structures considering cumulative damage.
    Bojórquez E; Ruiz SE; Reyes-Salazar A; Bojórquez J
    ScientificWorldJournal; 2014; 2014():575816. PubMed ID: 24883410
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Numerical Investigations on Seismic Behavior of Segmental Assembly of Concrete Filled Steel Tube Piers with External Replaceable Energy-Dissipating Links.
    Wang C; Yin C; Zou Y; Ping B; Wu X; Liao J; Sun M
    Materials (Basel); 2023 Jan; 16(3):. PubMed ID: 36770129
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Seismic isolation retrofitting solution for an existing steel cable-stayed bridge.
    Javanmardi A; Ibrahim Z; Ghaedi K; Khan NB; Benisi Ghadim H
    PLoS One; 2018; 13(7):e0200482. PubMed ID: 30059506
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Seismic response of benchmark high-speed rail (HSR) round-ended rectangular-shaped cross-section solid (RERSCSS) concrete pier based on the shaking table tests.
    Chen L; Jiang L; Kang X; Hu X; Huang X; Xu L; Sun L; Wang L; Tian Y; Zhai C
    Sci Rep; 2022 Nov; 12(1):19611. PubMed ID: 36380132
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Experimental Study on Seismic Performance of Precast Columns Repaired with CFRP Fabrics.
    Liu L; Lei S; Wu F; Lin W; Peng K; Fan X
    Materials (Basel); 2022 Oct; 15(21):. PubMed ID: 36363033
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Evaluation of seismic performance and effectiveness of multiple slim-type damper system for seismic response control of building structures.
    Kim D; Sung EH; Park KS; Park J
    ScientificWorldJournal; 2014; 2014():189106. PubMed ID: 25301387
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force.
    Zhanfang H; Xiaohong B; Chao Y; Yanping W
    PLoS One; 2020; 15(3):e0229532. PubMed ID: 32191717
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Seismic Behavior of Existing Reinforced Concrete Columns with Non-Seismic Details under Low Axial Loads.
    Choi MH; Lee CH
    Materials (Basel); 2022 Feb; 15(3):. PubMed ID: 35161181
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Safety identifying of integral abutment bridges under seismic and thermal loads.
    Easazadeh Far N; Barghian M
    ScientificWorldJournal; 2014; 2014():757608. PubMed ID: 25405232
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Lumped Plasticity Model and Hysteretic Performance of Ultra-High-Performance Concrete Rocking Pier.
    He H; Zhou Y; Cheng S; Liu H
    Materials (Basel); 2023 Sep; 16(19):. PubMed ID: 37834652
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Full-scale cyclic testing of realistic reinforced-concrete beam-column joints.
    Melo J; Pohoryles DA; Rossetto T; Varum H
    MethodsX; 2021; 8():101409. PubMed ID: 34430304
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Experimental Studies on the Seismic Performance of Prefabricated Circular Hollow Bridge Piers Constructed with PVA Fiber Concrete.
    Shi J; Deng Y; Zhang Y; Shi F; Yang J
    Materials (Basel); 2023 Feb; 16(5):. PubMed ID: 36903095
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Seismic collapse assessment of bridge piers constructed with steel fibers reinforced concrete.
    Pang Y; Li L
    PLoS One; 2018; 13(7):e0200072. PubMed ID: 29990364
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Ductility-strength and strength-ductility relations for a constant yield displacement seismic design procedure.
    da Silva AHA; Tsiavos A; Stojadinović B
    Bull Earthq Eng; 2023; 21(9):4449-4479. PubMed ID: 37383278
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 7.