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 *

259 related articles for article (PubMed ID: 25301387)

  • 21. Design and analysis of nonlinear numerical algorithm for seismic response of structures based on HVSR algorithm.
    Wang S; Wang C; Zhang Z
    Environ Sci Pollut Res Int; 2024 Sep; 31(41):53785-53795. PubMed ID: 37747611
    [TBL] [Abstract][Full Text] [Related]  

  • 22. Pendulum tuned mass damper: optimization and performance assessment in structures with elastoplastic behavior.
    García VJ; Duque EP; Inaudi JA; Márquez CO; Mera JD; Rios AC
    Heliyon; 2021 Jun; 7(6):e07221. PubMed ID: 34189292
    [TBL] [Abstract][Full Text] [Related]  

  • 23. Modeling of a viscoelastic damper and its application in structural control.
    Mehrabi MH; Suhatril M; Ibrahim Z; Ghodsi SS; Khatibi H
    PLoS One; 2017; 12(6):e0176480. PubMed ID: 28570657
    [TBL] [Abstract][Full Text] [Related]  

  • 24. 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]  

  • 25. Shaking table test on seismic performance of a large-span high-rise building.
    Sun L; Bai Y; Lai Z
    Sci Rep; 2024 Mar; 14(1):6580. PubMed ID: 38504108
    [TBL] [Abstract][Full Text] [Related]  

  • 26. Reliability Analysis of Reinforced Concrete Structure with Shock Absorber Damper under Pseudo-Dynamic Loads.
    Yip CC; Wong JY; Amran M; Fediuk R; Vatin NI
    Materials (Basel); 2022 Apr; 15(7):. PubMed ID: 35408021
    [TBL] [Abstract][Full Text] [Related]  

  • 27. Optimum design and performance of a base-isolated structure with tuned mass negative stiffness inerter damper.
    Kiran KK; Al-Osta MA; Ahmad S
    Sci Rep; 2023 Mar; 13(1):4980. PubMed ID: 36973307
    [TBL] [Abstract][Full Text] [Related]  

  • 28. Nonlinear analysis of reinforced concrete buildings with different heights and floor systems.
    Abd-Elhamed A; Mahmoud S; Alotaibi KS
    Sci Rep; 2023 Sep; 13(1):14949. PubMed ID: 37697013
    [TBL] [Abstract][Full Text] [Related]  

  • 29. Experimental Characterization, Modeling, and Numerical Evaluation of a Novel Friction Damper for the Seismic Upgrade of Existing Buildings.
    Bruschi E; Zoccolini L; Cattaneo S; Quaglini V
    Materials (Basel); 2023 Feb; 16(5):. PubMed ID: 36903048
    [TBL] [Abstract][Full Text] [Related]  

  • 30. Seismic performance of soft soil foundation with a new type of assembled wall tuned mass damper.
    Jiang Q; Yin Z; Yin H; Ma R; Lin W
    PLoS One; 2024; 19(5):e0298263. PubMed ID: 38722883
    [TBL] [Abstract][Full Text] [Related]  

  • 31. An experimental study of tuned liquid column damper controlled multi-degree of freedom structure subject to harmonic and seismic excitations.
    Shah MU; Usman M
    PLoS One; 2022; 17(6):e0269910. PubMed ID: 35696409
    [TBL] [Abstract][Full Text] [Related]  

  • 32. Epidemiologic assessment of mortality, building collapse pattern, and medical response after the 1992 earthquake in Turkey. Disaster Reanimatology Study Group (DRSG).
    Angus DC; Pretto EA; Abrams JI; Ceciliano N; Watoh Y; Kirimli B; Certug A; Comfort LK
    Prehosp Disaster Med; 1997; 12(3):222-31. PubMed ID: 10187018
    [TBL] [Abstract][Full Text] [Related]  

  • 33. Integrated tuned vibration absorbers: a theoretical study.
    Gardonio P; Zilletti M
    J Acoust Soc Am; 2013 Nov; 134(5):3631-44. PubMed ID: 24180774
    [TBL] [Abstract][Full Text] [Related]  

  • 34. Numerical simulation on slabs dislocation of Zipingpu concrete faced rockfill dam during the Wenchuan earthquake based on a generalized plasticity model.
    Xu B; Zhou Y; Zou D
    ScientificWorldJournal; 2014; 2014():572407. PubMed ID: 25013857
    [TBL] [Abstract][Full Text] [Related]  

  • 35. A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations.
    Yan G; Chen F; Wu Y
    Springerplus; 2016; 5(1):1053. PubMed ID: 27462501
    [TBL] [Abstract][Full Text] [Related]  

  • 36. Study of Building Safety Monitoring by Using Cost-Effective MEMS Accelerometers for Rapid After-Earthquake Assessment with Missing Data.
    Lin JF; Li XY; Wang J; Wang LX; Hu XX; Liu JX
    Sensors (Basel); 2021 Nov; 21(21):. PubMed ID: 34770632
    [TBL] [Abstract][Full Text] [Related]  

  • 37. Earthquake insurance pricing: a risk-based approach.
    Lin JH
    Disasters; 2018 Apr; 42(2):392-404. PubMed ID: 28543429
    [TBL] [Abstract][Full Text] [Related]  

  • 38. 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]  

  • 39. Seismic design of setback irregular steel structures based on life cycle cost.
    Jebelli ST; Behnam B; Tehrani P
    Sci Rep; 2022 Oct; 12(1):16784. PubMed ID: 36202984
    [TBL] [Abstract][Full Text] [Related]  

  • 40. Seismic Behavior of Superelastic Shape Memory Alloy Spring in Base Isolation System of Multi-Story Steel Frame.
    Liu Y; Wang H; Qiu C; Zhao X
    Materials (Basel); 2019 Mar; 12(6):. PubMed ID: 30917590
    [TBL] [Abstract][Full Text] [Related]  

    [Previous]   [Next]    [New Search]
    of 13.