Faculty - HUANG Mingfeng
HUANG Mingfeng
Associate Professor
Institute of Structural Engineering
A616 An-Zhong Building, Zijingang Campus
086-571-88208728
Research Interest
Wind Engineering; Structural Dynamics; Computational Fluid Dynamics; Building Aerodynamics; Structural Optimization; Full-scale Measurements and Structural Health Monitoring; Structural Reliability and Fatigue; Vibration Control; Probabilistic Mechanics.
Education
Sept.1995-Jun.1999
- Department of Civil Engineering,
- Bachelor of Engineering, June 1999
Sept.1999-Jun.2002
- School of Civil Engineering & Mechanics, Majoring in Structural Engineering,
- Graduate School of Huazhong University of Science and Technology,
- Master of Engineering, June 2002
Sept.2004-Jun.2008
- Dept. of Civil & Environmental Engineering, Hong Kong University of Science and Technology
- Ph.D in civil engineering, June 2008
Professional Employment
Sep., 2011-present: Associate Professor, Institute of Structural Engineering, Department of Civil Engineering, Zhejiang University.
Sep., 2009-Sep., 2011: Postdoctoral Research Associate, Institute of Structural Engineering, Department of Civil Engineering, Zhejiang University.
Aug., 2008-Aug., 2009: Postdoctoral Fellow, Department of Civil & Environmental Engineering, Hong Kong University of Science and Technology.
Aug., 2003-Aug., 2004: Structural Consultant, Shenzhen Institute of Architecture Design and Research.
Aug., 2002-Aug., 2003: Structural Consultant, Atkins Consultants (Shenzhen) Co. Ltd.
Selected Publication
Peer-reviewed International Journal Articles
1. Huang MF, Li Qiang, Chan CM, Lou WJ, Kwok KCS and Li G. 2015. Performance-based design optimization of tall concrete framed structures subject to wind excitations. Journal of Wind Engineering & Industrial Aerodynamics, 139:70-81. 10.1016/j.jweia.2015.01.005.
2. Lou WJ, Zhang L, Huang MF*, Li QS. 2015. Multi-Objective Equivalent Static Wind Loads on Complex Tall Buildings Using Non-Gaussian Peak Factors. Journal of Structural Engineering, ASCE, 10.1061/(ASCE)ST.1943-541X.0001277.
3. Huang MF*, Chan CM, Lou WJ, Bao S. 2015. Time-domain Dynamic Drift Optimization of Tall Buildings Subject to Stochastic Wind Excitation. Structure and Infrastructure Engineering, Vol. 11, No. 2, 97–111.
4. Lou WJ, Yang L, Huang MF*, and Yang X. 2014. Two-Parameter Bifurcation and Stability Analysis for Nonlinear Galloping of Iced Transmission Lines. Journal of Engineering Mechanics, ASCE, 140(11), 04014081.
5. Lou WJ, Lv J, Huang MF*, Yang L, Yan D. 2014. Aerodynamic force characteristics and galloping analysis of iced bundled conductors. Wind and Structures, Vol. 18, No. 2, 135-154.
6. Huang MF, Pan X, Lou W, Chan CM and Li QS. 2014. Hermite extreme value estimation of non-Gaussian wind load process on a long-span roof structure. Journal of Structural Engineering, ASCE, 140(9), 04014061.
7. Yiu CF, Chan CM, Huang MF, Li G. 2014. Evaluation of lateral-torsional coupling in earthquake response of asymmetric multistory buildings. Journal of Structural Design of Tall and Special Buildings, Volume 23, Issue 13, pages 1007–1026, September 2014.
8. Huang, M.F., Lou, W., Chan, C.M., Lin, N., & Pan X. 2013. Peak distributions and peak factors of wind-induced pressure processes on tall buildings. Journal of Engineering Mechanics, 139(12), 1744–1756. 10.1061/(ASCE)EM.1943-7889.0000616.
9. Huang MF, Lou WJ, Chan CM, Bao S. 2013. Peak factors of non-Gaussian wind forces on a complex-shaped tall building. Journal of Structural Design of Tall and Special Buildings, 22(14), 1105–1118. (DOI: 10.1002/tal.763)
10.Lou WJ, Huang MF, Zhang M, Lin N. 2012. Experimental and zonal modeling for wind pressures on double-skin facades of a tall building. Energy and Buildings, 54:179-191.
11.Huang MF, Chan CM, Lou WJ. 2012. Optimal performance-based design of wind sensitive tall buildings considering uncertainties. COMPUTERS & STRUCTURES, 98-99(7-16).
12.Huang MF, Chan CM, Lou WJ and Kwok KCS. 2012. Statistical extremes and peak factors in wind-induced vibration of tall buildings. Journal of Zhejiang University-SCIENCE A (Applied Physics and Engineering), 13(1):18-32.
13.Huang MF, Lou WJ, Yang L, Sun BN, Shen GH, and Tse KT. 2012. Experimental and computational simulation for wind effects on the Zhoushan transmission towers. Structure and Infrastructure Engineering, 8(8):781-799. DOI:10.1080/15732479.2010.497540
14.Huang MF, Chan CM, Kwok KCS. 2011. Occupant comfort evaluation and wind-induced serviceability design optimization of tall buildings. Wind and Structures, 2011, 14(6):559-582.
15.Huang MF, Tse KT, Chan CM, and Lou WJ. 2011. Integrated structural optimization and vibration control for improving wind-induced dynamic performance of tall buildings. International Journal of Structural Stability and Dynamics, 11(6):1139-1161.
16.Huang MF, Lau IWH, Chan CM, Kwok KCS and Li G. 2011. A hybrid RANS and kinematic simulation of wind load effects on full-scale tall buildings. Journal of Wind Engineering and Industrial Aerodynamics, 2011, 99(11):1126–1138.
17.Huang MF, Tse KT, Chan CM, Kwok KCS, Hitchcock PA, Lou WJ. 2011. Mode shape linearization and correction in coupled dynamic analysis of wind-excited tall buildings. Journal of Structural Design of Tall and Special Buildings, 2011, 20(3):327-348 (DOI: 10.1002/tal.620).
18.Lou WJ, Huang MF, Jin H, Shen GH, and Chan CM. 2010. Three-dimensional Wind load effects and wind-induced dynamic responses of a tall building with X-shape. Journal of Structural Design of Tall and Special Buildings, 2010, 19(8):885-900. (DOI: 10.1002/tal.514)
19.Huang MF, Tse KT, Chan CM, wok KCS, Hitchcock PA, Lou WJ, Li G. 2010. An integrated design technique of advanced linear-mode-shape method and serviceability drift optimization for tall buildings with lateral-torsional modes. Engineering Structures, 32(8):2146-2156.
20.Chan CM, Huang MF, and Kwok KCS. 2010. Integrated wind load analysis and stiffness optimization of tall buildings with 3D modes. Engineering Structures, 32(5):1252-1261.
21.Bao S, Jin WL, Huang MF. 2010. Mechanical and magnetic hysteresis as indicators of the origin and inception of fatigue damage in steel. Journal of Zhejiang University-SCIENCE A (Applied Physics and Engineering), 11(8):580-586.
22.Bao S, Jin WL, Huang MF, Bai Y. 2010. Piezomagnetic hysteresis as a non-destructive measure of the metal fatigue process. NDT&E International, 43:706-712.
23.Huang MF, Chan CM, Kwok KCS, and Hitchcock PA. Cross correlation of modal responses of tall buildings in wind-induced lateral-torsional motion. Journal of Engineering Mechanics, ASCE, 2009, 135 (8):802-812.
24.Chan CM, Huang MF, and Kwok KCS. 2009. Stiffness optimization for wind-induced dynamic serviceability design of tall buildings. Journal of Structural Engineering, ASCE, 135 (8):985-997.
25.Chan CM, Chui JKL, and Huang MF. 2009. Integrated aerodynamic load determination and stiffness optimization of tall buildings. Journal of Structural Design of Tall and Special Buildings, 18:59–80.
26.Tse T, Kwok KCS, Hitchcock PA, Samali B and Huang MF. 2007. Vibration control of a wind-excited benchmark tall building with complex lateral-torsional modes of vibration. Advances in Structural Engineering, 2007, 10(3):283-304.
Peer-reviewed Chinese Journal Articles
1. Huang MF, and Tang JX. Optimal placement of viscoelastic dampers in high-rise buildings. Journal of Huazhong University of Science and Technology (Nature Science), 2001, 29 (11):73-75. (in Chinese)
2. Chan CM, and Huang MF. An automatic computer based technique for integrated wind load updating and lateral stiffness design optimization of tall steel buildings. Progress in Steel Building Structures, 2007, 9 (5):13-18. (in Chinese)
3. Lou WJ, Li Jinxiao, Shen Guohui, Huang MF. 2011. Non-Gaussian feature of wind-induced pressur on super-tall building. Journal of Zhejiang University (Engineering Science), 45 (4):671-677. (in Chinese)
4. Lin W， Lou WJ, Shentu TB, Huang MF. 2012. Peak factor of non-Gaussian pressure process on complex super-tall building. Journal of Zhejiang University (Engineering Science), 46(4):691-697. (in Chinese)
5. Zhang LG, Lou WJ, Huang MF. 2012. Wind-induced dynamic response analysis of long-span roof structure by selection of dominant vibration-modes with POD method. Journal of Zhejiang University (Engineering Science), 46(9): 1659-1604. (in Chinese)
6. Lin W, Huang MF, Kwok KCS, Lou WJ. 2012. Full-scale measurement and comfort evaluation of a high-rise building in Hong Kong during typhoon. Journal of Shenzhen University Science and Engineering, 29(1): 45-50.(in Chinese)
7. Yang Lun, Huang MF, Lou WJ. 2013. Hybrid Simulation of Three Dimensional Fluctuating Wind Fields around Tall Buildings. Journal of Zhejiang University (Engineering Science)，47(5): 824-830.(in Chinese)
8. Huang MF. 2013. Wind-induced vibration performance-based optimal structural design of tall buildings. Engineering Mechanics, 30(2): 240-246.(in Chinese)
International Conference Papers
1. Chan CM, and Huang MF. An automatic computer based technique for integratedwind load updating and lateral stiffness design optimization of tall steel buildings. Proceedings of the 7th International Conference on Multi-rise Towers and Tall Buildings (IFHS 2005), Dubai-UAE, December, 10-11, 2005.
2. Chan CM, and Huang MF. Integrated wind Load analysis and lateral stiffness design optimization of tall steel buildings. Proc. 7th World Congresses of Structural and Multidisciplinary Optimization, COEX Seoul, Korea, 21 – 25 May, 2007, 50-58.
3. Huang MF, and Chan CM. Sensitivity analysis of multi-story building frameworks under wind and earthquake loading. Proc. 7th World Congresses of Structural and Multidisciplinary Optimization, COEX Seoul, Korea, 21 – 25 May, 2007, 1376-1385.
4. Huang MF, Chan CM, Kwok KCS, and Hitchcock PA. Dynamic analysis of wind-induced lateral-torsional response of tall buildings with coupled modes. Proc. 12th International Conference on Wind Engineering, Cairns, Australia, 2 – 6 July, 2007, 295-302.
5. Chan CM, Huang MF, and Kwok KCS. Integrated wind load updating and stiffness design optimization of tall buildings. Proc. 12th International Conference on Wind Engineering, Cairns, Australia, 2 – 6 July, 2007, 255-262.
6. Chan CM, and Huang MF. Wind-induced serviceability design optimization of tall and composite buildings. Proc. Second Int. Symposium on Advances in Steel and Composite Structures, Hong Kong, 20 July, 2007, 109-125.
7. Chan CM, Huang MF, and Kwok KCS. Occupant comfort evaluation and dynamic stiffness optimization of tall buildings. The 4th international conference on Advances in Wind and Structures, Jeju, Korea, 29-31 May, 2008.
8. Huang MF, Chan CM, Kwok KCS, and Lou Wenjuan. A peak factor for predicting non-Gaussian peak resultant response of wind-excited tall buildings [C]. Proceedings of the 7th Asia-Pacific Conference on Wind Engineerng, Nov, 2009, Taipei, Taiwan.
9. Chan CM, Huang MF, Lau IWH, Kwok KCS. Hybrid stochastic simulation of pressure fluctuations on tall buildings[C]. Proceedings of the 7th Asia-Pacific Conference on Wind Engineerng, Nov, 2009, Taipei, Taiwan.
10.Chan CM, Huang MF. Improving the cost and value of tall buildings using computational design optimisation. Proceedings of the 7th International Conference on Tall Buildings, OCT 29-30, 2009 Hong Kong, PEOPLES R CHINA, 551-561. (ISTP)
11.Chan CM, Huang MF. Optimal wind resistant performance-based design of tall buildings. 2010 Structures Congress/NSACC the Steel Conference, Florida, U.S.A., May 12-15, 2010.
12.Chan CM, Huang MF. Optimal wind resistant performance-based design of tall buildings. Proceedings of 19th Analysis & Computation Specialty Conference, 2010, ASCE, US, 433-444.
13.Huang MF, Chan CM, Lou WJ. Optimal Wind-resistant Performance Design of Tall Buildings. Proceedings of 6th CROSS-STRAIT AND HONG KONG CONFERENCE OF STEEL STRUCTURES, 18-19 November, 2010, 93-104.
14.Huang MF, Lou Wenjuan, Chan CM, Kwok KCS. Peak distributions and peak factors of non-Gaussian wind pressure on a complex-shaped tall building. Proc. 13th International Conference on Wind Engineering, 10 – 15 July, 2011, Amsterdam, Netherlands.
15.Huang MF, Lou Wenjuan, Chan CM, Kwok KCS. Time domain dynamic optimization for occupant comfort in wind-excited tall buildings. FIRST INTERNATIONAL CONFERENCE ON PERFORMANCE-BASED AND LIFE-CYCLE STRUCTURAL ENGINEERING (PLSE 2012) 5-7 DECEMBER 2012, HONG KONG, CHINA. (Invited)
16.Huang MF, Lou WJ, Pan XT and Chan CM. Hermite extreme value estimation of non-Gaussian wind load process on a long-span spatial structure. The 1st Hong Kong Wind Engineering Workshop, 10-11 January 2013, Hong Kong, China. (Invited)
Professional Memberships
1. Currently serving as a member in the Editorial Board of The WIND AND STRUCTURES, An International Journal.
2. Regular Reviewer for International Journals including
Journal of Structural Engineering, ASCE
Journal of Engineering Mechanics, ASCE
Engineering Structures
Structure and Infrastructure Engineering
