Wind-induced Vibration of Long Span Suspension Bridges in mountainous areas includes the author’s research on such bridges and adopts a combination of on-site measurements, wind tunnel tests, theoretical analyses and numerical calculations to discuss: the characteristics and parameters of the wind environment at bridge sites; the buffeting response of bridges under the effect of winds on bridges in mountainous areas; the vortex response of wide-bodied flat steel box girders; chattering characteristics (i.e. noise characteristics); and the vibration characteristics of the wind–vehicle–bridge system.
1. 1. Introduction - p. 1 2. 2. Field measurement and analysis of wind characteristics - p. 31 3. 3. Analysis of buffeting response of large-span suspension bridges - p. 67 4. 4. Analysis of vortex-induced vibration response of large-span suspension bridges - p. 109 5. Abstract - p. 109 6. 4.1 Introduction - p. 109 7. 4.2 Factors affecting static three-force of wide-body flat steel box girders - p. 109 8. 4.3 Factors affecting the vortex-induced vibration performance of wide-body flat steel box girders - p. 136 9. 4.4 Numerical analysis of vortex-induced vibration performance - p. 151 10. 4.5 Wind tunnel test and numerical simulation related to VIV response of double-layer steel truss girder - p. 161 11. 4.6 Factors affecting the vortex-induced vibration response of double-layer steel truss girder - p. 218 12. 4.7 Machine learning algorithm for predicting VIV performance of double layer steel truss girder - p. 288 13. 4.8 Conclusion - p. 316 14. Appendices - p. 362 15. References - p. 362 16. 5. Analysis of flutter characteristics of long span suspension bridges - p. 363 17. 6. Vibration characterization of wind–vehicle–bridge systems - p. 445 18. Index - p. 477
Wind-induced Vibration of Long Span Suspension Bridges in mountainous areas includes the author’s research on such bridges and adopts a combination of on-site measurements, wind tunnel tests, theoretical analyses and numerical calculations to discuss: the characteristics and parameters of the wind environment at bridge sites; the buffeting response of bridges under the effect of winds on bridges in mountainous areas; the vortex response of wide-bodied flat steel box girders; chattering characteristics (i.e. noise characteristics); and the vibration characteristics of the wind–vehicle–bridge system.
1. 1. Introduction - p. 1 2. 2. Field measurement and analysis of wind characteristics - p. 31 3. 3. Analysis of buffeting response of large-span suspension bridges - p. 67 4. 4. Analysis of vortex-induced vibration response of large-span suspension bridges - p. 109 5. Abstract - p. 109 6. 4.1 Introduction - p. 109 7. 4.2 Factors affecting static three-force of wide-body flat steel box girders - p. 109 8. 4.3 Factors affecting the vortex-induced vibration performance of wide-body flat steel box girders - p. 136 9. 4.4 Numerical analysis of vortex-induced vibration performance - p. 151 10. 4.5 Wind tunnel test and numerical simulation related to VIV response of double-layer steel truss girder - p. 161 11. 4.6 Factors affecting the vortex-induced vibration response of double-layer steel truss girder - p. 218 12. 4.7 Machine learning algorithm for predicting VIV performance of double layer steel truss girder - p. 288 13. 4.8 Conclusion - p. 316 14. Appendices - p. 362 15. References - p. 362 16. 5. Analysis of flutter characteristics of long span suspension bridges - p. 363 17. 6. Vibration characterization of wind–vehicle–bridge systems - p. 445 18. Index - p. 477
