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Effect of wind barriers on the flow field and aerodynamic forces of a train–bridge system

Proceedings of the Institution of Mechanical Engineers. Part F, Journal of rail and rapid transit, 2019-03, Vol.233 (3), p.283-297

2019

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Application Practice for Low Environmental Impact Deep Acidizing Process to Improve Injection Capacity of Water Injection Wells

Journal of physics. Conference series, 2024, Vol.2706 (1), p.012085

2024

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Short-Term Probabilistic Forecasting Method for Wind Speed Combining Long Short-Term Memory and Gaussian Mixture Model

Atmosphere, 2023-04, Vol.14 (4), p.717

2023

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Influence Analysis of Traveling Wave Effect on Rail Interaction of Long-Span Suspension Bridge

Applied sciences, 2022-12, Vol.12 (23), p.12368

2022

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Thickness Measurement of Water Film/Rivulets Based on Grayscale Index

Remote sensing (Basel, Switzerland), 2019-12, Vol.11 (23), p.2871

2019

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Design Method of Primary Structures of a Cost-Effective Cable-Supported Photovoltaic System

Applied sciences, 2023-03, Vol.13 (5), p.2968

2023

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New Advances in Fluid–Structure Interaction

Applied sciences, 2022-06, Vol.12 (11), p.5366

2022

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Flexural Behavior of Corroded High-Speed Railway Simply Supported Prestressed Concrete Box Girder

Applied sciences, 2023-07, Vol.13 (14), p.8396

2023

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Dynamic Characteristics of Unsteady Aerodynamic Pressure on an Enclosed Housing for Sound Emission Alleviation Caused by a Passing High-Speed Train

Applied sciences, 2022-02, Vol.12 (3), p.1545

2022

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Dynamics of Double-Beam System with Various Symmetric Boundary Conditions Traversed by a Moving Force: Analytical Analyses

Applied sciences, 2019-03, Vol.9 (6), p.1218

2019

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Topology optimization of bridges under random traffic loading using stochastic reduced-order models

Probabilistic engineering mechanics, 2024-01, Vol.75, p.103583, Article 103583

2024

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Experimental study of flow field and sediment suspension in the gap area of tandem piles under oscillatory flows

Ocean engineering, 2022-12, Vol.266, p.113124, Article 113124

2022

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Experimental verification of the effectiveness of elastic cross-ties in suppressing wake-induced vibrations of staggered stay cables

Engineering structures, 2018-07, Vol.167, p.151-165

2018

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Shielding and wind direction effects on wind-induced response of cable-supported photovoltaic array

Engineering structures, 2024-06, Vol.309, Article 118064

2024

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Excitation mechanism of rain–wind induced cable vibration in a wind tunnel

Journal of fluids and structures, 2017-01, Vol.68, p.32-47

2017

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In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties

Journal of sound and vibration, 2018-03, Vol.417, p.38-55

2018

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Reynolds number effects on aerodynamic characteristics and vortex-induced vibration of a twin-box girder

Journal of fluids and structures, 2014-10, Vol.50, p.358-375

2014

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Numerical modeling of the wind load of a two-dimensional cable model in rain–wind-induced vibration

Journal of fluids and structures, 2018-10, Vol.82, p.121-133

2018

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Strategies for identifying the two-dimensional aerodynamic admittance functions of a bridge deck

Journal of wind engineering and industrial aerodynamics, 2023-02, Vol.233, p.105309, Article 105309

2023

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Wake-induced interactive vibrations of two tandem cables with a center-to-center distance of 2D

Ocean engineering, 2022-12, Vol.266, p.113259, Article 113259

2022

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Support position optimization with safety factor in the demolition and rebuilding of a bridge using the SPMT method: A case study

Advances in structural engineering, 2022-06, Vol.25 (8), p.1701-1713

2022

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An active learning method for crack detection based on subset searching and weighted sampling

Structural health monitoring, 2024-03, Vol.23 (2), p.1184-1200

2024

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Initial condition and damping effects on rain−wind induced cable vibration

Journal of wind engineering and industrial aerodynamics, 2018-04, Vol.175, p.376-383

2018

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Energy transmission at subcritical Reynolds numbers for the wake-induced vibration of cylinders in a tandem arrangement

Ocean engineering, 2020-09, Vol.211, p.107572, Article 107572

2020

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An importance sampling method for structural reliability analysis based on interpretable deep generative network

Engineering with computers, 2024-02, Vol.40 (1), p.367-380

2024

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Effect of wind barriers on the flow field and aerodynamic forces of a train–bridge system

Application Practice for Low Environmental Impact Deep Acidizing Process to Improve Injection Capacity of Water Injection Wells

Short-Term Probabilistic Forecasting Method for Wind Speed Combining Long Short-Term Memory and Gaussian Mixture Model

Influence Analysis of Traveling Wave Effect on Rail Interaction of Long-Span Suspension Bridge

Thickness Measurement of Water Film/Rivulets Based on Grayscale Index

Design Method of Primary Structures of a Cost-Effective Cable-Supported Photovoltaic System

New Advances in Fluid–Structure Interaction

Flexural Behavior of Corroded High-Speed Railway Simply Supported Prestressed Concrete Box Girder

Dynamic Characteristics of Unsteady Aerodynamic Pressure on an Enclosed Housing for Sound Emission Alleviation Caused by a Passing High-Speed Train

Dynamics of Double-Beam System with Various Symmetric Boundary Conditions Traversed by a Moving Force: Analytical Analyses

Topology optimization of bridges under random traffic loading using stochastic reduced-order models

Experimental study of flow field and sediment suspension in the gap area of tandem piles under oscillatory flows

Experimental verification of the effectiveness of elastic cross-ties in suppressing wake-induced vibrations of staggered stay cables

Shielding and wind direction effects on wind-induced response of cable-supported photovoltaic array

Excitation mechanism of rain–wind induced cable vibration in a wind tunnel

In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties

Reynolds number effects on aerodynamic characteristics and vortex-induced vibration of a twin-box girder

Numerical modeling of the wind load of a two-dimensional cable model in rain–wind-induced vibration

Strategies for identifying the two-dimensional aerodynamic admittance functions of a bridge deck

Wake-induced interactive vibrations of two tandem cables with a center-to-center distance of 2D

Support position optimization with safety factor in the demolition and rebuilding of a bridge using the SPMT method: A case study

An active learning method for crack detection based on subset searching and weighted sampling

Initial condition and damping effects on rain−wind induced cable vibration

Energy transmission at subcritical Reynolds numbers for the wake-induced vibration of cylinders in a tandem arrangement

An importance sampling method for structural reliability analysis based on interpretable deep generative network

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