Stiffness optimization for wind-induced dynamic serviceability design of tall buildings

Journal of Structural Engineering

Volumn 135, Issue 8, 2009, Pages 985-997

  Chan, C M ^a   Huang, M F ^b   Kwok, K C S ^c  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

^b ZHEJIANG UNIVERSITY   (China)

^c UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

Buildings; High rise; Optimization; Serviceability; Stiffness; Vibration; Wind forces

Indexed keywords

BUILDING SYSTEMS; CRITICAL CHALLENGES; DESIGN CONSTRAINTS; DESIGN CRITERION; DESIGN EFFORT; DESIGN OPTIMIZATION; DESIGN PROBLEMS; DESIGN REQUIREMENTS; DESIGN SYNTHESIS; DYNAMIC MOVEMENTS; HIGH-RISE; HIGHLY SENSITIVE; LATERAL DRIFTS; MIXED STEEL; MODE SHAPES; MOTION PERCEPTION; OPTIMAL DESIGN; OPTIMAL DISTRIBUTIONS; OPTIMAL DYNAMICS; OPTIMALITY CRITERIA METHOD; PEAK ACCELERATION; SAFETY DESIGN; SERVICEABILITY; STRONG WINDS; STRUCTURAL COSTS; THREE-DIMENSIONAL (3D); VIBRATION; WIND FORCES; WIND INDUCED VIBRATIONS;

ARCHITECTURAL DESIGN; CONCRETE CONSTRUCTION; DYNAMIC ANALYSIS; OPTIMAL SYSTEMS; RECONSTRUCTION (STRUCTURAL); SHAPE OPTIMIZATION; STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL PANELS; TALL BUILDINGS; THREE DIMENSIONAL;

APARTMENT HOUSES;

EID: 67651202669     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000036     Document Type: Article

References (25)

1. Buildings Department. (2004). Code of practice for structural use of concrete, Hong Kong.
2. Buildings Department. (2005). Code of practice for structural use of steel, Hong Kong.
3. Burton, M. D., Kwok, K. C. S., and Hitchcock, P. A. (2007). " Occupant comfort criteria for wind-excited buildings: Based on motion duration." Proc., 12th Int. Conf. on Wind Engineering, Cairns, Australia, Australasian Wind Engineering Society, 1207-1214.
4. Cermak, J. E. (2003). " Wind-tunnel development and trends in applications to civil engineering." J. Wind. Eng. Ind. Aerodyn., 91, 355-370. 10.1016/S0167-6105(02)00396-3
5. Chan, C. M. (2001). " Optimal lateral stiffness design of tall buildings of mixed steel and concrete construction." Struct. Des. Tall Build., 10 (3), 155-177. 10.1002/tal.170
6. Chan, C. M. (2004). " Advances in structural optimization of tall buildings in Hong Kong." Proc., 3rd China-Japan-Korea Joint Symp. on Optimization of Structural and Mechanical Systems, Kanazawa, Japan, CJK-OSM3, 49-57.
7. Chan, C. M., and Chui, J. K. L. (2006). " Wind-induced response and serviceability design optimization of tall steel buildings." Eng. Struct., 28 (4), 503-513. 10.1016/j.engstruct.2005.09.005
8. Chen, X., and Kareem, A. (2005a). " Coupled dynamic analysis and equivalent static wind loads on buildings with three-dimensional modes." J. Struct. Eng. 0733-9445, 131 (7), 1071-1082. 10.1061/(ASCE)0733-9445(2005)131: 7(1071)
9. Chen, X., and Kareem, A. (2005b). " Dynamic wind effects on buildings with 3D coupled modes: Application of high frequency force balance measurements." J. Eng. Mech. 0733-9399, 131 (11), 1115-1125. 10.1061/(ASCE)0733-9399(2005)131:11(1115)
10. Davenport, A. G. (1964). " Note on the distribution of the largest value of a random function with application to gust loading." Proc.-Inst. Civ. Eng. 0020-3262, 28, 187-196.
11. Griffis, L. G. (1993). " Serviceability limit states under wind load." Eng. J., 30 (1), 1-16.
12. Huang, M. F. (2008). " Performance-based serviceability design optimization of wind sensitive tall buildings." Ph.D. thesis, Hong Kong Univ. of Science and Technology, Hong Kong.
13. Huang, M. F., and Chan, C. M. (2007). " Sensitivity analysis of multi-story steel building frameworks under wind and earthquake loading." Proc., 7th World Congress of Structural and Multidisciplinary Optimization, Seoul, Korea, International Society for Structural and Multidisciplinary Optimization, 1376-1385.
14. Huang, M. F., Chan, C. M., Kwok, K. C. S., and Hitchcock, P. A. (2009). " Cross correlations of modal responses of tall buildings in wind-induced lateral-torsional motion." J. Eng. Mech., 0733-9399 accepted.
15. International Organization for Standardization. (1984). " Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and offshore structures, to low-frequency horizontal motion (0.063 to 1.0 Hz)." ISO-6897, Geneva.
16. Isyumov, N. (1982). " The aeroelastic modeling of tall buildings." Wind tunnel modeling for civil engineering applications, Van Nostrand Reinhold, New York, 373-407.
17. Isyumov, N., Fediw, A. A., Colaco, J., and Banavalkar, P. V. (1992). " Performance of a tall building under wind action." J. Wind. Eng. Ind. Aerodyn., 42, 1053-1064. 10.1016/0167-6105(92)90112-N
18. Kareem, A. (1985). " Lateral-torsional motion of tall buildings to wind loads." J. Struct. Eng. 0733-9445, 111 (11), 2479-2496. 10.1061/(ASCE)0733-9445(1985)111:11(2479)
19. Kareem, A. (1992). " Dynamic response of high-rise buildings to stochastic wind loads." J. Wind Eng. Ind. Aerodyn., 42, 1101-1112. 10.1016/0167-6105(92)90117-S 0733-9445
20. Kwok, K. C. S., Burton, M. D., and Hitchcock, P. A. (2007). " Occupant comfort and perception of motion in wind-excited tall buildings." Proc., 12th Int. Conf. on Wind Engineering, Cairns, Australia, Australasian Wind Engineering Society, 101-115.
21. National Building Code of Canada. (1995). Structural commentaries (Part 4), National Research Council of Canada, Ottawa, Ontario, Canada.
22. National Standard of the People's Republic of China. (2002). " Technical specification for concrete structures of tall building. " JGJ 3-2002, New World, Beijing, China.
23. Rice, S. O. (1945). " Mathematical analysis of random noise." Bell Syst. Tech. J. 0005-8580, 24, 46-156.
24. Tallin, A., and Ellingwood, B. (1985). " Wind induced lateral-torsional motion of buildings." J. Struct. Eng. 0733-9445, 111 (10), 2197-2213. 10.1061/(ASCE)0733-9445(1985)111:10(2197)
25. Tse, T., Kwok, K. C. S., Hitchcock, P. A., Samali, B., and Huang, M. F. (2007). " Vibration control of a wind-excited benchmark tall building with complex lateral-torsional modes of vibration." Adv. Struct. Eng. 1369-2768, 10 (3), 283-304. 10.1260/136943307781422208