Yadong Bian
CIVIL ENGINEERING Mechatronics, Robotics and Automation, Offshore Engineering, Innovative Structural Systems, Design and Protection of Infrastructures against Natural and Manmade Hazards, Earthquake Effects on Soils, Foundations and Structures, Risk Analysis and Management, Structural Engineering, High Strength, Lightweight and High-Performance Materials, Repair and Strengthening, Smart Materials and Structural Health Monitoring, Geotechnical Engineering, Underground Construction, Coastal Engineering & Protection, Infrastructure Systems, Infrastructure & Project Management, Power Electronics, Decision Science/Operations Research, Nonlinear Dynamics Structural Engineering Nonlinear Dynamics Finite element method Materials science Buckling Earthquake Effects on Soils, Foundations and Structures Structural Load-Bearing Analysis Seismic Performance and Analysis Civil and Structural Engineering

Bio

Yadong Bian is a researcher in civil and structural engineering, affiliated with The University of Akron. With over 165 publications and 1806 citations, his work focuses on seismic performance of concrete-filled steel tubular structures, bridge repair projects, and innovative structural systems. He has an h-index of 24 and i10-index of 49, reflecting significant contributions to the field. He also serves as a reviewer for journals and has expertise in areas including mechatronics, robotics, and offshore engineering. He is also known under the name Zhicheng Gao.

Experience

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Research

Nonlinear Analysis of Edge Joint on T-shaped Concrete-filled Steel Tubular Column-H-shaped Steel Beam Seismic Performance based on ABAQUS

Article March 23, 2019

To comprehensively analyze the seismic performance and failure modes of edge joint, which is composed of T-shaped concrete-filled steel tubular column and H-shaped steel beam, the joint was imposed through low frequency cycling loading. Model of edge joint was established by the nonlinear finite element software ABAQUS. The effect of different parameters, such as axial compression ratio and side plate extension length, on the seismic performance were simulated. The results indicates that the buckling of the steel beam occurs at the lateral extension of the side plate due to the strengthening of the side plate; the axial compression ratio has no obvious effect on the ultimate load; the increase of the side plate length can effectively improve the ultimate load.