Calibration of analytical models to assess wind-induced acceleration responses of tall buildings in serviceability level

Engineering Structures

Volumn 31, Issue 9, 2009, Pages 2086-2096

  Kim, Ji Young ^a   Yu, Eunjong ^b   Kim, Dae Young ^a   Kim, Sang Dae ^c  

^a Daewoo Institute of Construction Technology   (South Korea)

^b Hanyang University   (South Korea)

^c Korea University   (South Korea)

Author keywords

Finite element modeling; Full scale measurement; Serviceability; Structural analysis; Tall building; Vibration; Wind induced acceleration

Indexed keywords

FINITE ELEMENT MODELING; FULL-SCALE MEASUREMENT; SERVICEABILITY; VIBRATION; WIND-INDUCED ACCELERATION;

ACCELERATION; APARTMENT HOUSES; BUILDING MATERIALS; CALIBRATION; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETES; DYNAMIC RESPONSE; HURRICANES; NATURAL FREQUENCIES; REINFORCED CONCRETE; TALL BUILDINGS; WALLS (STRUCTURAL PARTITIONS); WIND TUNNELS;

FINITE ELEMENT METHOD;

BUILDING; CALIBRATION; DESIGN METHOD; ESTIMATION METHOD; FINITE ELEMENT METHOD; NUMERICAL MODEL; PREDICTION; STRUCTURAL ANALYSIS;

EID: 68549123426     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.03.010     Document Type: Article

References (39)

1. European Committee for Standardization. Eurocode 1: Basis of design and actions on structures, Part 2-4, Wind Actions, Steering Panel Draft. 1994
2. Architectural Institute of Japan. Damping in buildings. 2000
3. Li Q.S., Wu J.R., Liang S.G., Xiao Y.Q., and Wong C.K. Full-scale measurements and numerical evaluation of wind-induced vibration of a 63-story reinforced concrete tall building. Eng Struct 26 12 (2004) 1779-1794
4. Liu H., Yang Z., and Gaulke M.S. Structural identification and finite element modeling of a 14-story office building using recorded data. Eng Struct 27 3 (2005) 463-473
5. Wu J.R., and Li Q.S. Finite element model updating for a high-rise structure based on ambient vibration measurements. Eng Struct 26 7 (2004) 979-990
6. Brownjohn J.M.W., Pan T.C., and Deng X.Y. Correlating dynamic characteristics from field measurements and numerical analysis of a high-rise building. Earthq Eng Struct Dyn 29 4 (2000) 523-543
7. Miwa M, Nakata S, Tamura Y, Fukushima Y, Otsuki T. Modal identification by FEM analysis of a building with CFT columns. In: Proceedings of the 20th international modal analysis conference, vol. 4753 (1). 2002. p. 1618-22
8. Yoshida A., Tamura Y., and Ishibashi S. Measurement of wind-induced response of buildings using RTK-GPS and integrity Monitoring. J Struct Constr Eng 571 (2003) 39-44
9. Su R.K.L., Chandler A.M., Sheikh M.N., and Lam N.T.K. Influence of non-structural components on lateral stiffness of tall buildings. Struct Design Tall Special Buildings 14 2 (2005) 143-164
10. Campbell S., Kwok K.C.S., and Hitchcock P.A. Dynamic characteristics and wind-induced response of two high-rise residential buildings during typhoons. J Wind Eng Ind Aerodyn 93 (2005) 461-482
11. Ho E, Kong L. Full scale and wind tunnel comparison of wind-induced responses of a tall building. In: Proceedings of 12th international conference on wind engineering 12. 2007. p. 1231-8
12. Kim JY, Park JK, Kim DY, Kim SD. Evaluations of structural dynamic properties using wind-induced responses. In: Proceedings of annual conference of KSSC. 2007. p. 125-8
13. Li Q.S., Xiao Y.Q., Fu J.Y., and Li Z.N. Full-scale measurements of wind effects on the Jin Mao building. J Wind Eng Ind Aerodyn 95 (2007) 445-466
14. Kijewski-Correa T., Prinia J.D., Bashor R., Kareem A., Kilpatrick J., Young Brad. et al. Full-scale performance evaluation of tall buildings under winds. In: Proceedings of international conference on wind engineering 12. 2007. p. 351-8
15. Ju S.H., and Lin M.C. Comparisons of building analyses assuming rigid or flexible floors. J Struct Eng 125 1 (1999) 25-31
16. Lee D.G., Kim H.S., and Chun M.H. Efficient seismic analysis of high-rise building structures with the effect of floor slabs. Eng Struct 24 1 (2002) 613-623
17. Moon S.K., and Lee D.G. Effects of inplane floor slab flexibility on the seismic behaviour of building structures. Eng Struct 16 2 (1994) 129-144
18. Villaverde R. Simple method to estimate the seismic nonlinear response of nonstructural components in buildings. Eng Struct 28 8 (2006) 1209-1221
19. Cavaleri L., and Papia M. A new dynamic identification technique: Application to the evaluation of the equivalent strut for infilled frames. Eng Struct 25 7 (2003) 889-901
20. Anil O., and Altin S. An experimental study on reinforced concrete partially infilled frames. Eng Struct 29 2 (2007) 449-460
21. Amanat K.M., and Hoque E. A rationale for determining the natural period of RC building frames having infill. Eng Struct 28 4 (2006) 495-502
22. Brincker R, Zhang L, Andersen P. Modal identification from ambient responses using frequency domain decomposition. In: Proceedings of the 18th international modal analysis conference, vol. 4062 (1). 2000. p. 625-30
23. Allemang RJ, Brown DL. A correlation coefficient for modal vector analysis. In: Proceedings of the 1st international modal analysis conference. 1982. p. 110-116
24. Brincker R, Ventura CE, Andersen P.. Damping estimation by frequency domain decomposition. In: Proceedings of 19th international modal analysis conference, vol. 4359 (1). 2001. p. 698-703
25. Jeary A.P. Damping in tall buildings-A mechanism and a predictor. Earthq Eng Struct Dyn 14 4 (1986) 733-750
26. Yoon S.W. Damping ratios of reinforced concrete apartment for serviceability design of wind. J Arch Inst Korea (AIK) 20 8 (2002) 27-34
27. Tamura Y, Yoshida A, Zhang L. Damping in buildings and estimation techniques. In: Proceedings of the 6th Asia-Pacific conference on wind engineering. 2005. p. 193-213
28. Li Q.S., Xiao Y.Q., Wong C.K., and Jeary A.P. Field measurements of typhoon effects on a super tall building. Eng Struct 26 2 (2004) 233-244
29. International Standard Organization, ISO 4354:1997. Wind actions on structures, International Standard. 1997
30. Computers and structures. Inc. SAP2000, Linear and nonlinear static and dynamic analysis and design of three-dimensional structures; Berkeley, CA; 2006
31. ACI Committee 318. Building code requirements for structural concrete and commentary (ACI 318-02). Farmington Hills (MI): American Concrete Institute; 2002
32. Kohler M., Davis P., and Safak E. Earthquake and ambient vibration monitoring of the steel-frame UCLA Factor Building. Earthq Spectra 21 2 (2005) 715-736
33. ICBO. Uniform Building Code. International conference of building officials. Whittier, CA; 1997
34. Yi W.H., Lee J.H., Kang D.E., and Yang W.J. An experimental study of material characteristics of brick masonry, AIK. Structural Div 20 12 (2004) 45-52
35. Kim H.C., Kim K.J., Park J.H., and Hong W.K. Experimental study on the material properties of unreinforced masonry considering earthquake load. Earthq Eng Soc Korea 5 2 (2001) 93-102
36. Woo SW. Seismic performance of rc frames in a low to moderate seismic region. Ph.D. dissertation. Korea University; 2003
37. Madan A., Reinhorn A.M., Mander J.B., and Vailes R.E. Modeling masonry infill panels for structural analysis. J Struct Eng 123 10 (1997) 1295-1302
38. Architectural Institute of Korea. Korean building code-structural. 2005
39. Taranath B.S. Steel, concrete, and composite design of tall buildings. 2nd ed. (1998), McGraw-Hill