Home
About
Advanced Search
Browse by Discipline
Scientific Societies
E-print Alerts
Add E-prints
FAQ
•
HELP
•
SITE MAP
•
CONTACT US
Search
Advanced Search
Chen, Xinzhong - Department of Civil and Environmental Engineering, Texas Tech University
Journal of Wind Engineering and Industrial Aerodynamics 90 (2002) 639642
Engineering Structures 29 (2007) 25632575 www.elsevier.com/locate/engstruct
JOURNAL OF ENGINEERING MECHANICS / JANUARY 2000 / 17 AERODYNAMIC COUPLING EFFECTS ON FLUTTER AND
Journal of Wind Engineering and Industrial Aerodynamics 89 (2001) 649664
Journal of Wind Engineering and Industrial Aerodynamics 91 (2003) 15111528
This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research
DISCUSSIONS AND CLOSURES Discussion of "Equivalent Static Wind
Journal of Wind Engineering and Industrial Aerodynamics 96 (2008) 18561870
Analysis of Alongwind Tall Building Response to Transient Nonstationary Winds
Curve Veering of Eigenvalue Loci of Bridges with Aeroelastic Effects
Efficacy of Tuned Mass Dampers for Bridge Flutter Control Xinzhong Chen1
Revisiting Multimode Coupled Bridge Flutter: Some New Insights
Aeroelastic Analysis of Bridges: Effects of Turbulence and Aerodynamic Nonlinearities
Proper Orthogonal Decomposition-Based Modeling, Analysis, and Simulation of Dynamic Wind Load
JOURNAL OF ENGINEERING MECHANICS / JANUARY 2000 / 7 TIME DOMAIN FLUTTER AND BUFFETING RESPONSE
Journal of Wind Engineering and Industrial Aerodynamics 89 (2001) 13351350
Engineering Structures 31 (2009) 858868 Contents lists available at ScienceDirect
Engineering Structures 29 (2007) 26412653 www.elsevier.com/locate/engstruct
Equivalent Static Wind Loads on Buildings: New Model Xinzhong Chen1
Dynamic Wind Effects on Buildings with 3D Coupled Modes: Application of High Frequency Force Balance Measurements
Validity of Wind Load Distribution based on High Frequency Force Balance Measurements
Advances in Modeling of Aerodynamic Forces on Bridge Xinzhong Chen1
Advanced analysis of coupled buffeting response of bridges: a complex modal decomposition approach
TECHNICAL NOTES Efficacy of the Implied Approximation in the Identification
Analysis of Long Span Bridge Response to Winds: Building Nexus between Flutter and Buffeting
JOURNAL OF STRUCTURAL ENGINEERING / DECEMBER 2001 / 1467 EQUIVALENT STATIC WIND LOADS FOR BUFFETING
1124 / JOURNAL OF ENGINEERING MECHANICS / NOVEMBER 2001 AEROELASTIC ANALYSIS OF BRIDGES UNDER MULTICORRELATED WINDS
Improved Understanding of Bimodal Coupled Bridge Flutter Based on Closed-Form Solutions