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Using XFEM Technique to Predict the Effect of Default on the Damag..
Over the years of service and by effect of their typical geometries, pressurized tubular structures assembled by a connection of an elbow or a reduced Tee or ot...
저자 : Abdelaziz Ahmed-Bensoltan(Abdelaziz Ahmed-Bensoltane)
출처 : International Journal of STEEL STRUCTURES | 2023
Impact Response and Structural Optimization of CSCS Sandwich Shel..
In this study, curved steel-concrete-steel (CSCS) shells were employed as protective walls to resist veh icle impact, owing to its high resistance, small deform...
저자 : Chen Yan(Chen Yan)
출처 : International Journal of STEEL STRUCTURES | 2023
Field Investigation of Causes of Fatigue Damage in Web Gap Plate B..
As the number of steel bridges that have been in service for more than 40 years in Japan increases, several types of fatigue damage have been recognized. In par...
저자 : -(Hidehiko Sekiya)
출처 : International Journal of STEEL STRUCTURES | 2023
Practical Machine Learning Application for Predicting Axial Capaci..
Previous studies on machine-learn ing (ML) prediction of axial capacity of composite concrete-filled steel tubular (CFST) columns under axial loading re late ma...
저자 : T. H. Duong(T. H. Duong)
출처 : International Journal of STEEL STRUCTURES | 2023
Experimental Study of Rubber-Concrete-Filled CST Composite Column..
Rubber concrete has been proposed to address the environmental challenges caused by waste tires and the shortage of natural aggregates worldwide; however, its s...
저자 : Baodong Liu(Baodong Liu)
출처 : International Journal of STEEL STRUCTURES | 2023
Buckling Modes of Cold-Formed Thin-Walled Steel Beams Under Differ..
This paper aims to study the buckling mode of cold-formed thi n-walled channel steel beams under different impact positions. The impact test of the thin-...
저자 : Chang Wu(Chang Wu)
출처 : International Journal of STEEL STRUCTURES | 2023
Experimental Study on Static and Fatigue Performance of Uplift-Rest..
The uplift-restricted and slip-permitted (Referred to as "URSP") connector is a new type of structure applied in the negative bending moment region of...
저자 : Xian Liang(Xian Liang)
출처 : International Journal of STEEL STRUCTURES | 2023
Fatigue Assessment of Offshore Triceratops Restraining System Unde..
Compliant offshore plat forms use a form-dominant approach to achieve the required compliance in ultra-deep water. They are position-restrained by taut-moored t...
저자 : Srinivasan Chandrasekaran(Srinivasan Chandrasekaran)
출처 : International Journal of STEEL STRUCTURES | 2023
Key Construction Technology and Monitoring of Long-Span Steel Box ..
As a composite system bridge, half-through steel box tied arch bridge combines the arch mainly bearing pressure and the beam mainly bearing bending moment, give...
저자 : -(Jianpeng Sun)
출처 : International Journal of STEEL STRUCTURES | 2023
Hysteretic Behavior of Recycled Aggregate Concrete with Ferronickel..
In order to investigate the hysteretic behavior of recycled aggregate concrete with ferronickel slag-fi lled steel tubular (RACFNSFST) columns, the quasi-static...
저자 : Huayan Chen(Huayan Chen)
출처 : International Journal of STEEL STRUCTURES | 2023
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Using XFEM Technique to Predict the Effect of Default on the Damage of Steel Pipe Reduced-Connection Under Bending and Pressure Loading
Impact Response and Structural Optimization of CSCS Sandwich Shells Under Vehicle Impact
Field Investigation of Causes of Fatigue Damage in Web Gap Plate Based on Strain and Displacement Measurements in In-Service Steel Girder Bridge
Practical Machine Learning Application for Predicting Axial Capacity of Composite Concrete-Filled Steel Tube Columns Considering Effect of Cross-Sectional Shapes
Experimental Study of Rubber-Concrete-Filled CST Composite Column Under Axial Compression
Buckling Modes of Cold-Formed Thin-Walled Steel Beams Under Different Impact Positions
Experimental Study on Static and Fatigue Performance of Uplift-Restricted and Slip-Permitted Connectors
Fatigue Assessment of Offshore Triceratops Restraining System Under Hurricane-driven Metocean Conditions
Key Construction Technology and Monitoring of Long-Span Steel Box Tied Arch Bridge
Hysteretic Behavior of Recycled Aggregate Concrete with Ferronickel Slag-Filled Steel Tubular Columns Subjected to Cyclic Loading
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