190 related articles for article (PubMed ID: 24578635)
1. 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]
2. 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]
3. 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]
4. Experimental investigation on the seismic behavior of concrete beams with prestressing carbon fiber reinforced polymer tendons.
Wang Z; Gao Z; Yao Y; Liao W
Sci Prog; 2020; 103(1):36850419885235. PubMed ID: 31829789
[TBL] [Abstract][Full Text] [Related]
5. 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]
6. 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]
7. 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]
8. 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]
9. Quasistatic Analysis of Precast Segmental Concrete-Filled Steel-Tube Bridge Pier with External Arched Energy Dissipation Device.
Wang C; Zong Y; Zou Y; Shen Y; Jiang J; Yin C
Materials (Basel); 2022 Dec; 16(1):. PubMed ID: 36614679
[TBL] [Abstract][Full Text] [Related]
10. 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]
11. 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]
12. 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]
13. Seismic Performance of Steel Fiber Reinforced High-Strength Concrete Beam-Column Joints.
Shi K; Zhang M; Zhang T; Li P; Zhu J; Li L
Materials (Basel); 2021 Jun; 14(12):. PubMed ID: 34208326
[TBL] [Abstract][Full Text] [Related]
14. Analytical Hysteretic Behavior of Square Concrete-Filled Steel Tube Pier Columns under Alternate Sulfate Corrosion and Freeze-Thaw Cycles.
Zhang T; Wen Q; Gao L; Xu Q; Tang J
Materials (Basel); 2022 Apr; 15(9):. PubMed ID: 35591432
[TBL] [Abstract][Full Text] [Related]
15. Performance of a prestressed efficiently prefabricated beam-column connection.
Cai J; Jiang Y; Li S
PLoS One; 2022; 17(7):e0270978. PubMed ID: 35849578
[TBL] [Abstract][Full Text] [Related]
16. Fatigue Behavior of Concrete Beam with Prestressed Near-Surface Mounted CFRP Reinforcement According to the Strength and Developed Length.
Park HB; Park JS; Kang JY; Jung WT
Materials (Basel); 2018 Dec; 12(1):. PubMed ID: 30586889
[TBL] [Abstract][Full Text] [Related]
17. Experimental Research on the Behavior of the Rail Seat Section of Different Types of Prestressed Concrete Sleepers.
Jokūbaitis A; Marčiukaitis G; Valivonis J
Materials (Basel); 2020 May; 13(11):. PubMed ID: 32466382
[TBL] [Abstract][Full Text] [Related]
18. 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]
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. Monitoring Shear Behavior of Prestressed Concrete Bridge Girders Using Acoustic Emission and Digital Image Correlation.
Zhang F; Zarate Garnica GI; Yang Y; Lantsoght E; Sliedrecht H
Sensors (Basel); 2020 Oct; 20(19):. PubMed ID: 33019609
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]
