A5027343882- Structural Behavior of Reinforced Concrete
- Structural Load-Bearing Analysis
- Seismic Performance and Analysis
- Structural Engineering and Vibration Analysis
- Recycled Aggregate Concrete Performance
- Fire effects on concrete materials
- Innovative concrete reinforcement materials
- Masonry and Concrete Structural Analysis
- Structural Analysis and Optimization
- Concrete Corrosion and Durability
- Geotechnical Engineering and Soil Stabilization
- Concrete and Cement Materials Research
- Civil and Geotechnical Engineering Research
- Seismic and Structural Analysis of Tall Buildings
- Geotechnical Engineering and Underground Structures
- Geomechanics and Mining Engineering
- Tree Root and Stability Studies
- Wood Treatment and Properties
- Infrastructure Maintenance and Monitoring
- Mining and Gasification Technologies
- Vibration and Dynamic Analysis
- Structural Response to Dynamic Loads
- Concrete Properties and Behavior
- Hygrothermal properties of building materials
- Fluid Dynamics Simulations and Interactions
Beijing University of Technology
2015-2024
Beijing University of Civil Engineering and Architecture
2012-2023
China Earthquake Administration
2022
Panzhihua University
2020
Harbin University
2017
University of North Texas
2016
Beijing Urban Construction Design & Development Group (China)
2010
Xiaomi (China)
2005
Beijing Polytechnic
2003
Texas A&M University
2002
Special-shaped multicell composite concrete-filled steel tube (CFT) columns have been used in several super-high-rise buildings. However, research on special-shaped CFT under low cyclic loading remains limited. Thus, seven 1/30-scaled specimens were designed for a test. The parameters are four cross-section structures (i.e., the basic type, angle reinforced circular and simplified type) three directions long axis, short 45°). failure modes, hysteretic behavior, bearing capacity, ductility,...
In order to ascertain the fire resistance performance of recycled aggregate concrete (RAC) components with different compressive strengths, four full-scaled columns were designed and tested under high temperature. Two specimens constructed by normal strength ratings C20 C30, respectively, while others made from coarse (RCA) C30 C40, respectively. Identical constant axial forces applied being subjected simulated building conditions in a laboratory furnace. Several parameters experimental...