TECHNICAL PAPERS
Jul 1, 2008

e-Analysis of High-Rise Buildings Subjected to Wind Loads

Publication: Journal of Structural Engineering
Volume 134, Issue 7

Abstract

The NatHaz Aerodynamic Loads Database (NALD) (http://aerodata.ce.nd.edu) introduced in 2000 has served an important first step in establishing an on-line experimental archive of high-frequency base balance (HFBB) data for use in the preliminary design of high-rise buildings subjected to wind loads. As a result, NALD was recently introduced in the Commentary of ASCE 7-05 (C6.5.8) as an alternative means of assessing the dynamic wind load effects on high-rise buildings. This paper presents NALD version 2.0 (v. 2.0), integrating the latest advances in data management and mining for interactive queries of aerodynamic load data and an integrated on-line analysis framework for determining the resulting base moments, displacements, and equivalent static wind loads for survivability and accelerations for serviceability (habitability). The key feature of NALD v. 2.0 is the flexibility its analysis module offers: Users may select not only the data from the on-line NatHaz aerodynamic loads database, but also may input desired power spectral density (PSD) expression or wind tunnel-derived PSD data set obtained from a HFBB experiment for the evaluation of wind load effects on high-rise buildings. Thus, it serves as a stand-alone analysis engine. Examples illustrate the capabilities of NALD v. 2.0 and provide comparisons of response estimates to demonstrate the flexibility of the analysis engine to provide a platform that can be readily expanded and supplemented to yield a comprehensive, simplified, and efficient avenue for e-analysis of high-rise buildings.

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Acknowledgments

The writers wish to acknowledge Yin Zhou, formerly of Notre Dame, Chii-Ming Cheng, Tamkang University, Taipei, and Rachel Bashor, NatHaz Modeling Laboratory for their respective contributions. The writers are also grateful for the financial support in part by the National Science Foundation via Grant Nos. NSFCMMI 03-24331, NSFCMMI 06-01143, and NSFCBET 07-42191, and a Postdoctoral Fellowship from Korea Science and Engineering Foundation (KOSEF)KOSEF.

References

Architectural Institute of Japan (AIJ). (1996). “Recommendations for loads on buildings.” Architectural Institute of Japan.
Architectural Institute of Japan (AIJ). (2004). “Recommendations for loads on buildings.” Architectural Institute of Japan.
American Society of Civil Engineers (ASCE). (1998). “Minimum design loads for buildings and other structures.” ASCE 7-98, ASCE, Reston, Va.
American Society of Civil Engineers (ASCE). (2005). “Minimum design loads for buildings and other structures.” ASCE 7-05, ASCE, Reston, Va.
Boggs, D. W., and Peterka, J. A. (1989). “Aerodynamic model tests of tall buildings.” J. Eng. Mech., 115(3), 618–635.
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.
Chen, X., and Kareem, A. (2004). “Equivalent static wind loads on buildings: New model.” J. Struct. Eng., 130(10), 1425–1435.
Chen, X., and Kareem, A. (2005). “Dynamic wind effects on buildings with 3-D coupled modes: Application of high frequency force balance measurements.” J. Eng. Mech., 131(11), 1115–1125.
Cheng, C.-M., and Wang, J. (2004). “Wind tunnel database for an intermediate wind resistance design of tall buildings.” Proc., 1st Int. Symp. on Wind Effects on Buildings and Urban Environment, 10–25.
Davenport, A. G. (1967). “Gust loading factors.” J. Struct. Div., 93(3), 11–34.
Flay, R. G. J., and Bhat, J. (2005). “Cross-wind force spectra for building geometries commonly proposed for New Zealand cities.” Proc., 2nd Workshop on Regional Harmonization of Wind Loading and Wind Environmental Specifications in Asia-Pacific Economies (APEC-WW), 19–30.
Fritz, W. P., and Simiu, E. (2005). “Probabilistic description of tall building response to wind: Database-assisted design, dynamics, and wind directionality effects.” Proc., 9th Int. Conf. on Structural Safety and Reliability (CD-ROM).
Fujii, K., Hibi, K., and Ueda, H. (1986). “A new measuring system using electronically scanned pressure sensors (ESP) and some applications of the ESP system to a square building shape.” Proc., 9th National Symp. on Wind Engineering, 313–318 (in Japanese).
Gu, M., and Quan, Y. (2004). “Across-wind loads of typical tall buildings.” J. Wind. Eng. Ind. Aerodyn., 92(13), 1147–1165.
Ha, Y. C., Kim, D. W., and Kil, Y. S. (2004). “Characteristics of the across-wind fluctuating force and spectral density of rectangular high-rise buildings with various side ratios.” Proc., CTBUH 2004, 978–982.
Ho, T. C. E., Lythe, G. R., and Isyumov, N. (1999). “Structural loads and responses from the integration of instantaneous pressures.” Wind Engineering into the 21st Century: Proc., 10th Int. Conf. on Wind Engineering, A. Larsen, G. L. Larose, F. M. Livesey, eds., Balkema, Rotterdam, The Netherlands, 1505–1510.
Holmes, J. D., Melbourne, W. H., and Walker, G. R. (1990). “A commentary on the Australian standard for wind loads: AS 1170 part 2.” Australian Wind Engineering Society.
Holmes, J. D., Rofail, A. W., and Aurelius, L. J. (2003). “High frequency base balance methodologies for tall buildings with torsional and coupled resonant modes.” Proc., 11th Int. Conf. on Wind Engineering, 2381–2388.
Huang, G., and Chen, X. (2007). “Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements.” Eng. Struct., 29(11) 2641–2653.
Kareem, A. (1982). “Fluctuating wind loads on buildings.” J. Engrg. Mech. Div., 108(6), 1086–1102.
Kareem, A. (1990). “Measurement of pressure and force fields on building models in simulated atmospheric flows.” J. Wind. Eng. Ind. Aerodyn., 36(1), 589–599.
Kareem, A., and Cermak, J. E. (1979). “Wind tunnel simulation of wind-structure interactions.” ISA Trans., 18(4), 23–41.
Kareem, A., and Zhou, Y. (2003). “Gust loading factor—Past, present and future.” J. Wind. Eng. Ind. Aerodyn., 91(12–15), 1301–1328.
Kijewski, T., and Kareem, A. (1998). “Dynamic wind effects: A comparative study of provisions in codes and standards with wind tunnel data.” Wind Struct., 1(1), 77–109.
Kijewski, T., Kwon, D., and Kareem, A. (2003). “e-technologies for wind effects on structures.” Proc., 11th Int. Conf. on Wind Engineering, 2217–2224.
Kikuchi, H., Tamura, Y., Ueda, H., and Hibi, K. (1997). “Dynamic wind pressures acting on a tall building model—Proper orthogonal decomposition.” J. Wind. Eng. Ind. Aerodyn., 69–71, 631–646.
Kwon, D., Kijewski-Correa, T., and Kareem, A. (2005). “e-analysis/design of tall buildings subjected to wind loads.” Proc., 10th Americas Conf. on Wind Engineering (CD-ROM), Paper No. 123, AAWE.
Liang, S., Li, Q. S., Liu, S., Zhang, L., and Gu, M. (2004). “Torsional dynamic wind loads on rectangular tall buildings.” Eng. Struct., 26(1), 129–137.
Liang, S., Liu, S., Li, Q. S., Zhang, L., and Gu, M. (2002). “Mathematical model of acrosswind dynamic loads on rectangular tall buildings.” J. Wind. Eng. Ind. Aerodyn., 90(12–15), 1757–1770.
Lin, N., Letchford, C., Tamura, Y., Liang, B., and Nakamura, O. (2005). “Characteristics of wind forces acting on tall buildings.” J. Wind. Eng. Ind. Aerodyn., 93(3), 217–242.
McNamara, R. J. (2005). “Some current trends in high rise structural design.” Structure Magazine, September, 19–23.
Reinhold, T. A., and Kareem, A. (1986). “Wind loads and building response predictions using force-balance techniques.” Proc., 3rd ASCE Engineering Mechanics Specialty Conf. on Dynamic Response of Structures, ASCE, New York, 390–397.
Solari, G., and Kareem, A. (1998). “On the formulation of ASCE 7-95 gust effect factor.” J. Wind. Eng. Ind. Aerodyn., 77–78, 673–684.
Steckley, A., Accardo, M., Gamble, S. L., and Irwin, P. A. (1992). “The use of integrated pressures to determine overall wind-induced response.” J. Wind. Eng. Ind. Aerodyn., 42(1–3), 1023–1034.
Tamura, Y., Kareem, A., Solari, G., Kwok, K. C. S., and Holmes, J. D. (2005). “Aspects of the dynamic wind-induced response of structures and codification.” Wind Struct., 8(4), 251–268.
Tamura, Y., Kawai, H., Uematsu, Y., Marukawa, H., Fujii, K., and Taniike, Y. (1996). “Wind load and wind-induced response estimations in the ‘Recommendations for loads on buildings,’ AIJ 1993.” Eng. Struct., 18(6), 399–411.
Tschanz, T., and Davenport, A. G. (1983). “The base balance technique for the determination of dynamic wind loads.” J. Wind. Eng. Ind. Aerodyn., 13(1–3), 429–439.
Vickery, P. J., Steckley, A. C., Isyumov, N., and Vickery, B. J. (1985). “The effect of mode shape on the wind-induced response of tall buildings.” Proc., 5th U. S. National Conf. on Wind Engineering, Vol. 1B, 41–48.
Xu, Y. L., and Kwok, K. C. S. (1993). “Mode shape corrections for wind tunnel tests of tall buildings.” Eng. Struct., 15(5), 387–392.
Zhou, Y., and Kareem, A. (2001). “Gust loading factors: New model.” J. Struct. Eng., 127(2), 168–175.
Zhou, Y., Kareem, A., and Gu, M. (2002). “Mode shape corrections for wind load effects.” J. Eng. Mech., 128(1), 15–23.
Zhou, Y., Kijewski, T., and Kareem, A. (2003). “Aerodynamic loads on tall buildings: Interactive database.” J. Eng. Mech., 129(3), 394–404.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 7July 2008
Pages: 1139 - 1153

History

Received: Dec 1, 2006
Accepted: Dec 2, 2007
Published online: Jul 1, 2008
Published in print: Jul 2008

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Notes

Note. Associate Editor: Kurtis R. Gurley

Authors

Affiliations

Dae-Kun Kwon
Postdoctoral Research Associate, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]
Tracy Kijewski-Correa
Rooney Family Assistant Professor, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]
Ahsan Kareem
Robert M. Moran Professor, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]

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