Integrated wind-induced response analysis and design optimization of tall steel buildings using Micro-GA

Structural Design of Tall and Special Buildings

Volumn 20, Issue 8, 2011, Pages 951-971

  Li, Q S ^a   Zou, X K ^a,b   Wu, J R ^a,c   Wang, Q ^d  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^b ARUP   (United Kingdom)

^c GUANGZHOU UNIVERSITY   (China)

^d Skidmore Owings and Merrill LLP   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION RESPONSE; BUILDING MODEL; COST-EFFICIENT DESIGN; DISCRETE DESIGN VARIABLES; EMPIRICAL FORMULAS; LATERAL DRIFTS; LEAST-COST DESIGN; MICRO GENETIC ALGORITHM; MICRO-GA; RANDOM VIBRATION THEORY; SIMULTANEOUS MEASUREMENT; STATIC WIND LOAD; STEEL BUILDINGS; STEEL SECTIONS; STRUCTURAL COSTS; SURFACE PRESSURES; TORSIONAL LOADS; WIND FORCES; WIND LOAD; WIND TUNNEL TESTS; WIND-INDUCED RESPONSE; WIND-INDUCED RESPONSE ANALYSIS;

AERODYNAMIC LOADS; COST BENEFIT ANALYSIS; GENETIC ALGORITHMS; INTEGRATION; LOADS (FORCES); OPTIMIZATION; TALL BUILDINGS; VIBRATION ANALYSIS; WIND STRESS;

STRUCTURAL DESIGN;

EID: 83455208217     PISSN: 15417794     EISSN: 15417808     Source Type: Journal    
DOI: 10.1002/tal.569     Document Type: Article

References (45)

1. AISC. 2001. Manual of Steel Construction-Load and Resistance Factor Design, 3rd edn. American Institute of Steel Construction: Chicago, IL.
2. Architectural Institute of Japan. 1996. AIJ Recommendations for Loads on Buildings. Macuzen, Tokyo.
3. Carroll DL,. 1996. Genetic algorithms and optimizing chemical oxygen-iodine lasers. Developments in Theoretical and Applied Mechanics, Wilson HB, Batra RC, Bert CW, Davis AMJ, Schapery RA, Stewart DS, Swinson FF, (eds), Vol. XVIII, pp. 411-424. School of Engineering, The University of Alabama: Tuscaloosa, AL.
4. Chan CM, Chui JKL,. 2006. Wind-induced response and serviceability design optimization of tall steel buildings. Engineering Structures 28 (4): 503-513. (Pubitemid 43055469)
5. Chan CM, Grierson DE, Sherbourne AN,. 1995. Automatic optimal design of tall steel building frameworks. Journal of Structural Engineering, ASCE 121 (5): 838-847.
6. Chan CM, Zou XK,. 2004. Elastic and inelastic drift performance optimization for reinforced concrete building under earthquake loads. Earthquake Engineering and Structural Dynamics 33 (8): 929-950.
7. Chen X, Kareem A,. 2004. Equivalent static wind loads on buildings: new model. Journal of Structural Engineering, ASCE 130 (10): 1425-1435. (Pubitemid 40253218)
8. Choi H, Kanda J,. 1993. Proposed formulae for the power spectral densities of fluctuating lift and torque on rectangular 3-D cylinders. Journal of Wind Engineering and Industrial Aerodynamics 46-47: 507-516.
9. Davenport AG, 1967. Gust loading factors. Journal of Structural Division, ASCE 93 (ST3): 23-28.
10. Goldberg DE,. 1989. Genetic Algorithms in Search, Optimization and Machine Learning. Addison-Wesley.
11. Isyumov N,. 1993. Criteria for acceptable wind-induced motions of tall buildings. In Proceedings of International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janerio, 17-19 May.
12. Kareem A,. 1981. Wind-excited response of buildings in higher modes. Journal of Structural Engineering, ASCE 107: 701-706.
13. Kareem A,. 1985. Lateral torsional motion of tall buildings to wind loads. Journal of Structural Engineering, ASCE 111 (11): 2479-2496. (Pubitemid 15609803)
14. Kareem A, Kijewski T,. 1999. Mitigation of motions of all buildings with specific examples of recent applications. Wind and Structures 2 (3): 201-251. (Pubitemid 30512137)
15. Krishnakumar K,. 1989. Micro-genetic algorithms for stationary and non-stationary function optimization. SPIE: Intelligent Control and Adaptive Systems 1196: 289-296, Philadelphia, PA.
16. Lee J, Kim SM, Park HS, Woo BH,. 2005. Optimum design of cold-formed steel channel beams using micro Genetic Algorithm. Computers & Structures 27: 17-24. (Pubitemid 40032139)
17. Li QS,. 2000. Evaluation of wind-induced vibration of tall buildings and reliability analysis: a case study. Hong Kong Institution of Engineers, Transactions 7 (1): 47-50.
18. Li QS, Liu DK, Fang JQ, Jeary AP, Wong CK,. 2000a. Damping in buildings: its neural network and AR model. Engineering Structures 22 (9): 1216-1223. (Pubitemid 30351766)
19. Li QS, Liu DK, Fang JQ, Tam CM,. 2000b. Multilevel optimal design of tall buildings with active control under winds using genetic algorithms. Journal of Wind Engineering and Industrial Aerodynamics 86 (1): 65-86. (Pubitemid 30391060)
20. Li QS, Liu DK, Zhang N, Tam CM, Yang LF,. 2001. Multilevel design and genetic algorithm for structural control system optimization. Earthquake Engineering & Structural Dynamics 30 (6): 927-942. (Pubitemid 32473855)
21. Li QS, Liu DK, Leung AYT, Zhang N, Luo QZ,. 2002. A multilevel genetic algorithm for the optimal design of structural control systems. International Journal for Numerical Methods in Engineering 55: 817-834. (Pubitemid 35157168)
22. Li QS, Yang K, Wong CK, Jeary AP,. 2003. The effect of amplitude-dependent damping on wind-induced vibrations of a super tall building. Journal of Wind Engineering and Industrial Aerodynamics 91: 1175-1198. (Pubitemid 37124127)
23. Li QS, Liu, DK, Tang J. Tam CM, Zhang N,. 2004a. Combinatorial optimal design of number and positions of actuators in actively controlled structures using genetic algorithm. Journal of Sound and Vibration 270: 611-624.
24. Li QS, Wu JR, Liang SG, Xiao YQ, Wong CK,. 2004b. Full scale measurements and numerical evaluation of wind-induced vibration of a 63-storey reinforced concrete tall building. Engineering Structure 26: 1779-1794. (Pubitemid 40273354)
25. Li QS, Xiao YQ, Wong CK, Jeary AP,. 2004c. Field measurements of typhoon effects on a super tall building. Engineering Structures 26: 233-244. (Pubitemid 38092753)
26. Li QS, Xiao YQ, Wong CK,. 2005a. Full-scale monitoring of typhoon effects on super tall buildings. Journal of Fluids and Structures 20: 697-717. (Pubitemid 40875706)
27. Li QS, Xiao YQ, Wong CK, Hou SP, Jeary AP,. 2005b. Serviceability of a 79-storey tall building under typhoon condition. Proceedings of the Institution of Civil Engineers, Structures and Buildings 158 (4): 219-228. (Pubitemid 41186658)
28. Li QS, Xiao YQ, Fu JY, Li ZN,. 2007. Full scale measurements of wind effects on the Jin Mao Building. Journal of Wind Engineering and Industrial Aerodynamics 95: 445-466. (Pubitemid 46648067)
29. Liang B,. 2004. Mathematical model of the aerodynamic forces
30. Liang SG, Li QS, Zou LH, Wu JR,. 2005. Simplified formulas for evaluation of across-wind dynamic responses of rectangular tall buildings. Wind and Structures 8 (3): 197-212. (Pubitemid 40541562)
31. Liang SG, Liu SC, Li QS, Zhang LL, Gu M,. 2002. Mathematical model of across-wind dynamic loads on rectangular tall buildings. Journal of Wind Engineering and Industrial Aerodynamics 90 (12-15): 1757-1770. (Pubitemid 35474158)
32. Lin N,., Letchford C,., Tamura Y,., Liang B, Nakamura O,. 2005. Characteristics of wind forces acting on tall buildings. Journal of Wind Engineering and Industrial Aerodynamics 93 (3): 217-242. (Pubitemid 40301139)
33. National standard of the People's Republic of China. 2002. Load code for the design of building structures (GB 50009-2001). Beijing, China.
34. National standard of the People's Republic of China. 1998. Technical specification for steel structure of tall buildings (JGJ 99-98). Beijing, China.
35. Osyczka A, Pezeshk S, Camp CV, Chen D,. 2000. Design of nonlinear framed structures using genetic optimization. Journal of Structural Engineering, ASCE 126 (3): 382-388.
36. Pezeshk S, Camp CV, Chen D,. 2000. Design of nonlinear framed structures using genetic optimization. Journal of Structural Engineering, ASCE 126 (3): 382-388.
37. Simiu E, Scanlan RH,. 1996. Wind Effects on Structures: Fundamentals and Applications to Design. John Wiley & Sons, Inc.: New York.
38. Soegiarso R, Adeli H,. 1997. Optimum load and resistance factor design of steel space-frame structures. Journal of Structural Engineering, ASCE 123 (2): 184-192. (Pubitemid 127628507)
39. Yoshida M, Kondo K, Suzuki M,. 1992. Fluctuating wind pressure measured with tubing system, Journal of Wind Engineering and Industrial Aerodynamics 42: 987-998. (Pubitemid 23582520)
40. Zhou Y, KijewskiT, Kareem A,. 2003. Aerodynamic loads on tall buildings: interactive database, Journal of Structural Engineering, ASCE 129 (3): 394-404 (Pubitemid 40005704)
41. Zou XK,. 2002. Optimal seismic performance-based design of reinforced concrete buildings. PhD Dissertation, Hong Kong University of Science and Technology.
42. Zou XK, Chan CM,. 2005a. An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings. Computers & Structures 83: 1689-1704.
43. Zou XK, Chan CM,. 2005b. Optimal seismic performance-based design of reinforced concrete buildings using nonlinear pushover analysis. Engineering Structures 27: 1289-1302.
44. Zou XK, Teng JG, Xia SH, Wong YL,. 2007a. Optimal performance-based seismic retrofit design of FRP-confined concrete buildings. Composite Part B: Engineering International Journal 38: 584-597. (Pubitemid 46533958)
45. Zou XK, Chan CM, Li G, Wang Q,. 2007b. Multiobjective optimization for performance-based design of concrete structures. Journal of Structural Engineering, ASCE 133 (10): 1462-1474. (Pubitemid 47416143)