140 related articles for article (PubMed ID: 36198857)
1. Transient response of bridge piers under eccentric impact of near-fault earthquake.
Wang Z; Zeng Q; Du Y; An W
Sci Rep; 2022 Oct; 12(1):16667. PubMed ID: 36198857
[TBL] [Abstract][Full Text] [Related]
2. Quasi-static testing of UHPC cupped socket piers-footing connection and its seismic fragility analysis under near-fault ground motions.
Yang D; Wu Z; Zuo R; Li J; Xie H; Zhang Y
Sci Rep; 2024 May; 14(1):10903. PubMed ID: 38740773
[TBL] [Abstract][Full Text] [Related]
3. A theoretical calculation method of seismic shear key pounding based on continuum model.
Shutong C; Nazri FM; Wenjun A; Hao F
MethodsX; 2023 Dec; 11():102370. PubMed ID: 37719923
[TBL] [Abstract][Full Text] [Related]
4. 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]
5. 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]
6. Time-Dependent Seismic Reliability of Coastal Bridge Piers Subjected to Nonuniform Corrosion.
Yuan W; Wu X; Wang Y; Liu Z; Zhou P
Materials (Basel); 2023 Jan; 16(3):. PubMed ID: 36770036
[TBL] [Abstract][Full Text] [Related]
7. 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]
8. 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]
9. Wavelet Packet Singular Entropy-Based Method for Damage Identification in Curved Continuous Girder Bridges under Seismic Excitations.
Li D; Cao M; Deng T; Zhang S
Sensors (Basel); 2019 Oct; 19(19):. PubMed ID: 31581606
[TBL] [Abstract][Full Text] [Related]
10. 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]
11. Earthquake Shaking and Damage to Buildings: Recent evidence for severe ground shaking raises questions about the earthquake resistance of structures.
Page RA; Joyner WB; Blume JA
Science; 1975 Aug; 189(4203):601-8. PubMed ID: 17838741
[TBL] [Abstract][Full Text] [Related]
12. Rapid Seismic Evaluation of Continuous Girder Bridges with Localized Plastic Hinges.
Wei Z; Lv M; Shen M; Wang H; You Q; Hu K; Jia S
Sensors (Basel); 2022 Aug; 22(16):. PubMed ID: 36016072
[TBL] [Abstract][Full Text] [Related]
13. A numerical analysis of inclination and rectification of ramp-bridge piers adjacent to surcharge load in soft clay area.
Shen B; Mao D; Ding Y; Wang L; Li Z
Sci Rep; 2023 Jun; 13(1):9614. PubMed ID: 37316641
[TBL] [Abstract][Full Text] [Related]
14. Failure Analysis for Overall Overturning of Concrete Single-Column Pier Bridges Induced by Temperature and Overloaded Vehicles.
Wang Y; Zhou Y; Xue Y; Yao C; Wang K; Luo X
Materials (Basel); 2024 May; 17(11):. PubMed ID: 38893914
[TBL] [Abstract][Full Text] [Related]
15. 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]
16. Seismic Performance and Engineering Application Investigation of a New Alternative Retainer.
Yan L; Li G; Gou X; Zhang P; Wang X; Jiang Y
Polymers (Basel); 2022 Aug; 14(17):. PubMed ID: 36080581
[TBL] [Abstract][Full Text] [Related]
17. Seismic Response of Resilient Bridges with SMA-Based Rocking ECC-Reinforced Piers.
Li X; Chen K; Chen J; Li Y; Yang D
Materials (Basel); 2021 Oct; 14(21):. PubMed ID: 34772029
[TBL] [Abstract][Full Text] [Related]
18. Effect of Corroded Surface Morphology on Ultra-Low Cycle Fatigue of Steel Bridge Piers.
Song F; Zhang T; Xie X
Materials (Basel); 2021 Feb; 14(3):. PubMed ID: 33535540
[TBL] [Abstract][Full Text] [Related]
19. Investigation of the reduction of sediment deposition and river flow resistance around dimpled surface piers.
Zhang Y; Wang J; Zhou Q; Li H; Tang W
Environ Sci Pollut Res Int; 2023 Apr; 30(18):52784-52803. PubMed ID: 36843162
[TBL] [Abstract][Full Text] [Related]
20. 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]
[Next] [New Search]
