Xiongyan Li

ORCID: 0009-0006-6959-4259
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About
Contact & Profiles
Research Areas
  • Structural Engineering and Vibration Analysis
  • Structural Analysis and Optimization
  • Vibration and Dynamic Analysis
  • Structural Load-Bearing Analysis
  • Structural Response to Dynamic Loads
  • Hydrocarbon exploration and reservoir analysis
  • Mechanical stress and fatigue analysis
  • Structural Health Monitoring Techniques
  • Structural Behavior of Reinforced Concrete
  • Seismic Performance and Analysis
  • Advanced Materials and Mechanics
  • Structural Analysis of Composite Materials
  • Advanced Data Processing Techniques
  • Advanced Computational Techniques and Applications
  • Engineering Structural Analysis Methods
  • Rough Sets and Fuzzy Logic
  • Fire effects on concrete materials
  • Dynamics and Control of Mechanical Systems
  • Vibration Control and Rheological Fluids
  • Reservoir Engineering and Simulation Methods
  • Chinese history and philosophy
  • Innovations in Concrete and Construction Materials
  • Fluid Dynamics Simulations and Interactions
  • Seismic and Structural Analysis of Tall Buildings
  • China's Ethnic Minorities and Relations

Beijing University of Technology
2016-2025

Beijing University of Civil Engineering and Architecture
2007-2025

China University of Petroleum, Beijing
2010-2012

East China Jiaotong University
2011

Sichuan University
2007

Beijing Urban Systems Engineering Research Center
2007

Huaqiao University
2003

10.1016/j.jcsr.2025.109395 article EN Journal of Constructional Steel Research 2025-02-08

Steel-lattice transmission towers require efficient and reliable connection designs to ensure structural safety cost-effectiveness. While traditional gusset plate connections increase their complexity weight, direct bolted offer a simpler lighter alternative. However, the adoption of staggered bolt arrangements, necessitated by geometric constraints chord angle members, challenges applicability existing design standards—particularly regarding block shear net section failure modes. This study...

10.3390/buildings15040629 article EN cc-by Buildings 2025-02-18

10.1007/s11803-013-0151-7 article EN Earthquake Engineering and Engineering Vibration 2013-03-01

10.1016/j.petrol.2013.08.049 article EN Journal of Petroleum Science and Engineering 2013-09-01

The cable net and membrane of the air-supported structure transmits load through mutual extrusion, contact interaction between should be considered in initial morphological analysis stage. In this paper, a scale model was designed according to large-span engineering project, shape force were measured. At same time, finite element cable–membrane established, its behavior regarded as combined state sliding state. results show that influence different analyses on prestress is obvious, design structure.

10.3390/buildings13010184 article EN cc-by Buildings 2023-01-10

10.1007/s11803-007-0734-2 article EN Earthquake Engineering and Engineering Vibration 2007-06-01
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