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Using XFEM Technique to Predict the Effect of Def 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 저자 : Abdelaziz Ahmed-Bensoltan(Abdelaziz Ahmed-Bensoltane) 출처 : International Journal of STEEL STRUCTURES | 2023
Impact Response and Structural Optimization of CS 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 def 저자 : Chen Yan(Chen Yan) 출처 : International Journal of STEEL STRUCTURES | 2023
Field Investigation of Causes of Fatigue Damage i 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 저자 : -(Hidehiko Sekiya) 출처 : International Journal of STEEL STRUCTURES | 2023
Practical Machine Learning Application for Predic Previous studies on machine-learn ing (ML) prediction of axial capacity of composite concrete-filled steel tubular (CFST) columns under axial loading re late 저자 : T. H. Duong(T. H. Duong) 출처 : International Journal of STEEL STRUCTURES | 2023
Experimental Study of Rubber-Concrete-Filled CST Rubber concrete has been proposed to address the environmental challenges caused by waste tires and the shortage of natural aggregates worldwide; however, it 저자 : Baodong Liu(Baodong Liu) 출처 : International Journal of STEEL STRUCTURES | 2023
Buckling Modes of Cold-Formed Thin-Walled Steel B 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 저자 : Chang Wu(Chang Wu) 출처 : International Journal of STEEL STRUCTURES | 2023
Experimental Study on Static and Fatigue Performa The uplift-restricted and slip-permitted (Referred to as "URSP") connector is a new type of structure applied in the negative bending moment region 저자 : Xian Liang(Xian Liang) 출처 : International Journal of STEEL STRUCTURES | 2023
Fatigue Assessment of Offshore Triceratops Restra Compliant offshore plat forms use a form-dominant approach to achieve the required compliance in ultra-deep water. They are position-restrained by taut-moore 저자 : Srinivasan Chandrasekaran(Srinivasan Chandrasekaran) 출처 : International Journal of STEEL STRUCTURES | 2023
Key Construction Technology and Monitoring of Lon 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, g 저자 : -(Jianpeng Sun) 출처 : International Journal of STEEL STRUCTURES | 2023
Hysteretic Behavior of Recycled Aggregate Concret In order to investigate the hysteretic behavior of recycled aggregate concrete with ferronickel slag-fi lled steel tubular (RACFNSFST) columns, the quasi-sta 저자 : Huayan Chen(Huayan Chen) 출처 : International Journal of STEEL STRUCTURES | 2023

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