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Performance evaluation of cable-stayed bridge expansion joints based on Lasso dimensionality reduction and temperature-displacement-correlation model.
- Published in:
- Advances in Structural Engineering, 2024, v. 27, n. 6, p. 981, doi. 10.1177/13694332241237583
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- Article
Correlation Analysis of Large-Span Cable-Stayed Bridge Structural Frequencies with Environmental Factors Based on Support Vector Regression.
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- Sensors (14248220), 2023, v. 23, n. 23, p. 9442, doi. 10.3390/s23239442
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- Article
Rotating Target Detection Method of Concrete Bridge Crack Based on YOLO v5.
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- Applied Sciences (2076-3417), 2023, v. 13, n. 20, p. 11118, doi. 10.3390/app132011118
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- Article
Investigation of the strut‐and‐tie model of a single‐plane cable‐stayed bridge tower under vertical component of the cable force.
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- Structural Concrete, 2023, v. 24, n. 4, p. 4515, doi. 10.1002/suco.202200780
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- Article
State-of-the-art and annual progress of bridge engineering in 2021.
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- Advances in Bridge Engineering, 2022, v. 3, n. 1, p. 1, doi. 10.1186/s43251-022-00070-1
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- Article
Hybrid nested sampling method for identifying the uncertainty of the high-dimensional updating parameters in Bayesian structural model updating.
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- Advances in Structural Engineering, 2022, v. 25, n. 8, p. 1730, doi. 10.1177/13694332211069511
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- Article
Research on Reasonable Structural Parameters in Steel-Concrete Joint Section of Railway Hybrid Girder Rigid Frame-Continuous Bridge.
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- Railway Standard Design, 2022, v. 66, n. 1, p. 79, doi. 10.13238/j.issn.1004-2954.202011160003
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- Article
State-of-the-art and annual progress of bridge engineering in 2020.
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- Advances in Bridge Engineering, 2021, v. 2, n. 1, p. 1, doi. 10.1186/s43251-021-00050-x
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- Article
Investigation of the strut‐and‐tie model of a two‐plane cable‐stayed bridge tower under vertical component of the cable force.
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- Structural Concrete, 2021, v. 22, n. 6, p. 3288, doi. 10.1002/suco.202100042
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- Article
Dynamic Response of High-Speed Train-Track-Bridge Coupling System Subjected to Simultaneous Wind and Rain.
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- International Journal of Structural Stability & Dynamics, 2021, v. 21, n. 11, p. 1, doi. 10.1142/S0219455421501613
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- Article
Thermo-Hydro-Mechanical Combined Effect Analysis Model for Early-Age Concrete Bridges and Its Application.
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- Advances in Civil Engineering, 2020, p. 1, doi. 10.1155/2020/8864109
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- Article
Finite element analysis of long-span rail-cum-road cable-stayed bridge subjected to ship collision.
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- Advances in Structural Engineering, 2019, v. 22, n. 11, p. 2530, doi. 10.1177/1369433219846953
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- Article
Three‐dimensional nonlinear creep and shrinkage effects of a long‐span prestressed concrete box girder bridge.
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- Structural Concrete, 2019, v. 20, n. 2, p. 638, doi. 10.1002/suco.201800148
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- Article
Model updating–based damage detection of a concrete beam utilizing experimental damped frequency response functions.
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- Advances in Structural Engineering, 2019, v. 22, n. 4, p. 935, doi. 10.1177/1369433218789556
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- Article
Local Stress Behavior of Post-Tensioned Prestressed Anchorage Zones in Continuous Rigid Frame Arch Railway Bridge.
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- Applied Sciences (2076-3417), 2018, v. 8, n. 10, p. 1833, doi. 10.3390/app8101833
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- Article
Fatigue Behavior of Prestressed Concrete Beam for Straddle-Type Monorail Tracks.
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- Applied Sciences (2076-3417), 2018, v. 8, n. 7, p. 1136, doi. 10.3390/app8071136
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- Article
Experimental Study on Dynamic Effects of a Long-span Railway Continuous Beam Bridge.
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- Applied Sciences (2076-3417), 2018, v. 8, n. 5, p. 669, doi. 10.3390/app8050669
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- Article
Dynamic Response of a Long-Span Concrete-Filled Steel Tube Tied Arch Bridge and the Riding Comfort of Monorail Trains.
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- Applied Sciences (2076-3417), 2018, v. 8, n. 4, p. 650, doi. 10.3390/app8040650
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- Article
Model-updating with experimental frequency response function considering general damping.
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- Advances in Structural Engineering, 2018, v. 21, n. 1, p. 82, doi. 10.1177/1369433217706782
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- Article
Local Stress and Nonlinear Mechanical Behaviors of the V-Shape Pier-Girder Joint Based on Model Test.
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- Advances in Structural Engineering, 2015, v. 18, n. 12, p. 2193, doi. 10.1260/1369-4332.18.12.2193
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- Article