A5035005321- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Fire effects on concrete materials
- Structural Engineering and Vibration Analysis
- Mechanical stress and fatigue analysis
- Engineering Structural Analysis Methods
- Seismic Performance and Analysis
- Geotechnical Engineering and Underground Structures
- Metal Forming Simulation Techniques
- Vibration and Dynamic Analysis
- Fatigue and fracture mechanics
- Civil and Geotechnical Engineering Research
- Vibration Control and Rheological Fluids
- Aluminum Alloy Microstructure Properties
- Metallurgy and Material Forming
- Hydraulic and Pneumatic Systems
- Nanomaterials for catalytic reactions
- Grouting, Rheology, and Soil Mechanics
- Railway Engineering and Dynamics
- Structural Engineering and Materials Analysis
- Welding Techniques and Residual Stresses
- Mechanical Behavior of Composites
- Environmental Quality and Pollution
- Structural Integrity and Reliability Analysis
- Erosion and Abrasive Machining
University of Canterbury
2023-2025
Nanyang Technological University
2020-2024
Institute of Mountain Hazards and Environment
2023
Chinese Academy of Sciences
2023
PLA Army Engineering University
2010-2018
Jiangxi University of Science and Technology
2013
Shenyang Jianzhu University
2012
Hefei General Machinery Research Institute (China)
2011
Shaanxi University of Technology
2006-2010
Shanxi University
2006
High strength steel is regarded as a promising construction material due to its superior mechanical properties. However, the codified failure load predictions for high welded I-section beam–columns are not accurate in some cases owing lack of relevant design codes structures. In addition, current ignore interaction effect cross-section plate elements, leading inaccuracy predictive ultimate resistances both normal and beam–columns. this paper, unified method was proposed based on machine...
The net section fracture behavior and resistance of S690 high-strength steel angle-to-plate connections were investigated in this paper, underpinned by testing numerical modeling. experiments conducted on 23 connections, with each comprising an equal- or unequal-leg press-braked angle member bolted to gusset plates one leg. test procedures setup the key observed results fully presented analyzed. experimental program was supplemented a modeling which finite element models first developed...