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.
3. Numerical Investigation of the Seismic Performance of Steel Frames with Energy-Dissipating Composite Walls. Wei D; Suizi J Materials (Basel); 2022 Jan; 15(3):. PubMed ID: 35160774 [TBL] [Abstract][Full Text] [Related]
4. Numerical Simulation on Seismic Behavior of Steel Fiber Reinforced Concrete Beam-Column Joints. Shi K; Zhu J; Li P; Zhang M; Xue R; Zhang T Materials (Basel); 2021 Aug; 14(17):. PubMed ID: 34500973 [TBL] [Abstract][Full Text] [Related]
5. Mechanical Performance Study of Beam-Column Connection with U-Shaped Steel Damper. Qu CX; Xu YW; Gao JH; Zhou WH; Zheng BZ; Li P Materials (Basel); 2022 Oct; 15(20):. PubMed ID: 36295152 [TBL] [Abstract][Full Text] [Related]
6. 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]
7. 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]
8. Experimental and Numerical Study on Hysteretic Behavior of Frictional Energy Dissipation Steel Truss. Zhou Z; Zhou X; Zhou Q; Fu H; Liu S Materials (Basel); 2023 Sep; 16(18):. PubMed ID: 37763551 [TBL] [Abstract][Full Text] [Related]
9. Seismic behavior of precast columns with unbonded prestressed tendons and energy-dissipating bars: physical and numerical investigations. Ma C; Zheng X; Zhu Z; Zhou M Sci Rep; 2023 Dec; 13(1):21983. PubMed ID: 38081861 [TBL] [Abstract][Full Text] [Related]
10. Research on the Mechanical Model and Hysteresis Performance of a New Mild Steel-Rotational Friction Hybrid Self-Centering Damper. Wang D; Pang R; Wang G; Fan G Materials (Basel); 2023 Nov; 16(22):. PubMed ID: 38005098 [TBL] [Abstract][Full Text] [Related]
11. The Lightweight Design of a Seismic Low-Yield-Strength Steel Shear Panel Damper. Zhang C; Zhu J; Wu M; Yu J; Zhao J Materials (Basel); 2016 May; 9(6):. PubMed ID: 28773547 [TBL] [Abstract][Full Text] [Related]
12. Prototype Test of Resilient Friction Materials for Seismic Dampers. Francavilla AB; Latour M; Rizzano G Materials (Basel); 2023 Nov; 16(23):. PubMed ID: 38068079 [TBL] [Abstract][Full Text] [Related]
13. 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]
14. Efficient Model of the Interaction of Elastomeric Filler with an Open Shell and a Chrome-Plated Shaft in a Dry Friction Damper. Dutkiewicz M; Velychkovych A; Shatskyi I; Shopa V Materials (Basel); 2022 Jul; 15(13):. PubMed ID: 35806795 [TBL] [Abstract][Full Text] [Related]
15. The Seismic Performance of New Self-Centering Beam-Column Joints of Conventional Island Main Buildings in Nuclear Power Plants. Pei Q; Wu C; Cheng Z; Ding Y; Guo H Materials (Basel); 2022 Feb; 15(5):. PubMed ID: 35268934 [TBL] [Abstract][Full Text] [Related]
16. Seismic Performance Evaluation According to HSS and CFST Columns of 3D Frame Buildings with Rubber Friction Bearing (RFB). Kim YC; Shahriyer H; Hu JW Materials (Basel); 2022 Feb; 15(4):. PubMed ID: 35207824 [TBL] [Abstract][Full Text] [Related]
17. 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]
18. Specific seismic retrofitting of a compact reinforced concrete building with X-bracings and steel jackets. Application to a primary school in Huelva. Romero-Sánchez E; Morales-Esteban A; Requena-García-Cruz MV; Zapico-Blanco B; de-Miguel-Rodríguez J PLoS One; 2020; 15(9):e0238505. PubMed ID: 32915839 [TBL] [Abstract][Full Text] [Related]
19. Seismic Performance of Steel-Reinforced Concrete Columns with Q690 High-Strength Steel. Wang J; Yi X; Liu Q; Fang X Materials (Basel); 2022 Apr; 15(9):. PubMed ID: 35591314 [TBL] [Abstract][Full Text] [Related]
20. Investigation on the Cyclic Response of Superelastic Shape Memory Alloy (SMA) Slit Damper Devices Simulated by Quasi-Static Finite Element (FE) Analyses. Hu JW Materials (Basel); 2014 Feb; 7(2):1122-1141. PubMed ID: 28788504 [TBL] [Abstract][Full Text] [Related] [Next] [New Search]