Technical Papers
Dec 24, 2014

Performance-Based Design of High-Rise Buildings for Occupant Comfort

Publication: Journal of Structural Engineering
Volume 141, Issue 10

Abstract

This paper introduces a framework for the performance-based design (PBD) of high-rise buildings with respect to the occupant comfort performance objective. The performance is expressed in terms of the probability—conditional on the wind event intensity—that the fraction of the building occupants on one floor that perceive the motion is greater than a chosen threshold value. The framework is fully probabilistic, and numerous uncertainties affecting both the structural response and the human perception threshold are considered in the assessment of the exceedance probability. In addition, a new database-enabled online analysis module based on the proposed PBD framework [Performance-Based Data-Enabled Design module for Occupant Comfort (PBDED-OC)] is presented. The PBDED-OC allows the assessment of the occupant comfort performance of a tall building by taking advantage of databases of high-frequency base balance measurements or by adopting specific user-supplied wind tunnel data and is envisaged to be particularly useful during the preliminary design phase.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Support provided by the Global Center of Excellence (GCOE) at Tokyo Polytechnic University funded by MEXT, Japan, and NSF Grant No. CMMI 1301008 is gratefully acknowledged. The authors also wish to thank Dr. Chii-Ming Cheng and Dr. Jenmu Wang of Tamkang University, Taiwan, for the generous sharing of the Tamkang Database and their continuous support.

References

Applied Technology Council. (2012). “Seismic performance assessment of buildings. Volume 1—Methodology.”, Washington, DC.
Architectural Institute of Japan. (2004). “Guidelines for the evaluation of habitability to building vibration.”, Maruzen, Tokyo.
ASCE. (1998). “Minimum design loads for buildings and other structures.” ASCE 7-98, Reston, VA.
ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE 7-05, Reston, VA.
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
Bashor, R., and Kareem, A. (2007). “Probabilistic performance evaluation of buildings: An occupant comfort perspective.” 12th Int. Conf. on Wind Engineering (ICWE), International Association for Wind Engineering, Atsugi, Kanagawa, Japan, 1335–1342.
Bashor, R., Kijewski-Correa, T., and Kareem, A. (2005). “On the wind-induced response of tall buildings: The effect of uncertainties in dynamic properties and human comfort thresholds.” 10th Americas Conf. on Wind Engineering (ACWE) (CD-ROM).
Bernardini, E., Spence, S. M. J., and Gioffrè, M. (2012a). “Dynamic response estimation of tall buildings with 3D modes: A probabilistic approach to the high frequency force balance method.” J. Wind Eng. Ind. Aerodyn., 104–106, 56–64.
Bernardini, E., Spence, S. M. J., Gioffrè, M., and Kareem, A. (2012b). “A reliability approach for the wind-induced response assessment of tall buildings using the high frequency force balance.” 7th Int. Colloquium on Bluff Bodies Aerodynamics and Applications (BBAA), China Communication Press, Shanghai, China.
Bernardini, E., Spence, S. M. J., and Kareem, A. (2013a). “A probabilistic approach for the full response estimation of tall buildings with 3D modes using the HFFB.” Struct. Saf., 44, 91–101.
Bernardini, E., Spence, S. M. J., and Kareem, A. (2013b). “An efficient performance-based design approach to the high frequency force balance.” Proc., 11th Int. Conf. on Structural Safety and Reliability, ICOSSAR 2013, G. Deodatis, B. Ellingwood, and D. Frangopol, eds., Taylor & Francis, London, 1777–1784.
Boggs, D. (1997). Acceleration indexes for human comfort in tall buildings—Peak or RMS? CTBUH Monograph, Chapter 13.
Boggs, D. W., and Peterka, J. A. (1989). “Aerodynamic model tests of tall buildings.” J. Eng. Mech., 618–635.
Burton, M. D., Kwok, K. C. S., Hitchcock, P. A., and Denoon, R. O. (2006). “Frequency dependence of human response to wind-induced building motion.” J. Struct. Eng., 296–303.
Chen, X., and Huang, G. (2009). “Evaluation of peak resultant response for wind-excited tall buildings.” Eng. Struct., 31(4), 858–868.
Chen, X., and Kareem, A. (2004). “Equivalent static wind loads on buildings: New model.” J. Struct. Eng., 1425–1435.
Chen, X., and Kareem, A. (2005). “Dynamic wind effects on buildings with 3D coupled modes: Application of high frequency force balance measurements.” J. Eng. Mech., 1115–1125.
Cheng, C.-M., Lin, Y.-Y., Wang, J., Wu, J.-C., and Chang, C.-H. (2007). “The aerodynamic database for the interference effects of adjacent tall buildings.” 12th Int. Conf. on Wind Engineering (ICWE), International Association for Wind Engineering, Atsugi, Kanagawa, Japan, 359–366.
Cheng, C.-M., and Wang, J. (2004). “Wind tunnel database for an intermediate wind resistance design of tall buildings.” 1st Int. Symp. on Wind Effects on Buildings and Urban Environment, Wind Engineering Research Center, Tokyo Polytechnic Univ., Tokyo.
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., 28(2), 187–196.
Davenport, A. G., and Hill-Carroll, P. (1986). “Damping in tall buildings: Its variability and treatment in design.” Building motion in wind, N. Isyumov and T. Tschanz, eds., ASCE, Reston, VA, 42–57.
Denoon, R. O. (2000). “Designing for wind-induced serviceability accelerations in buildings.” Ph.D. thesis, Univ. of Queensland, Brisbane, Australia.
Diniz, S., Sadek, F., and Simiu, E. (2004). “Wind speed estimation uncertainties: Effects of climatological and micrometeorological parameters.” Prob. Eng. Mech., 19(4), 361–371.
Diniz, S. M. C., and Simiu, E. (2005). “Probabilistic description of wind effects and wind-load factors for database-assisted design.” J. Struct. Eng., 507–516.
Ellingwood, B. R. (1998). “Reliability-based performance concept for building construction.” Structural Engineering Worldwide, Elsevier.
Holmes, J. D. (1987). “Mode shape corrections for dynamic response to wind.” Eng. Struct., 9(3), 210–212.
Holmes, J. D. (2001). Wind loading of structures, Taylor & Francis, New York.
Holmes, J. D., Melbourne, W. H., and Walker, G. R. (1990). A commentary on the Australian standard for wind load, Australian Wind Engineering Society, Melbourne, Australia.
Holmes, J. D., Rofail, A., and Aurelius, L. (2003). “High frequency base balance methodologies for tall buildings with torsional and coupled resonant modes.” 11th Int. Conf. on Wind Engineering, Wind Science and Engineering Research Center at Texas Tech Univ., Lubbock, TX, 2381–2388.
ISO (International Organization for Standardization). (1984). “Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and off-shore structures, to low-frequency horizontal motion (0,063–1 Hz).” ISO 6897, Geneva.
ISO (International Organization for Standardization). (2007). “Bases for design of structures—Serviceability of buildings and walkways against vibrations.” ISO 10137, Geneva.
Isyumov, N. (1993). “Criteria for acceptable wind-induced motions of tall buildings.” CTBUH Conf., Council on Tall Buildings and Urban Habitat, Chicago, 411–423.
Jeary, A. P. (1986). “Damping in tall buildings, a mechanism and a predictor.” Earthquake Eng. Struct. Dyn., 14(5), 733–750.
Kanda, J., Tamura, Y., Nakamura, O., and Uesu, K. (1993). “Probabilistic criteria for serviceability limit of wind response.” Int. Colloquium, Structural Serviceability of Buildings, Vol. 69, IABSE Reports, Goteborg, Sweden, 59–66.
Kareem, A. (1988). “Effect of parametric uncertainties on wind excited structural response.” J. Wind Eng. Ind. Aerodyn., 30(1–3), 233–241.
Kareem, A. (1990a). “Measurement of pressure and force fields on building models in simulated atmospheric flows.” J. Wind Eng. Ind. Aerodyn., 36(1), 589–599.
Kareem, A. (1990b). “Reliability analysis of wind-sensitive structures.” J. Wind Eng. Ind. Aerodyn., 33(3), 495–514.
Kareem, A. (1992). “Serviceability issues and motion control of tall buildings.” Structures Congress, ASCE, Reston, VA.
Kareem, A., and Gurley, K. R. (1996). “Damping in structures: Its evaluation and treatment of uncertainty.” J. Wind Eng. Ind. Aerodyn., 59(2–3), 131–157.
Kareem, A., and Sun, W. J. (1990). “Dynamic response of structures with uncertain damping.” Eng. Struct., 12(1), 2–8.
Kijewski-Correa, T., et al. (2007). “Full-scale performance evaluation of tall buildings under winds.” 12th Int. Conf. on Wind Engineering (ICWE), International Association for Wind Engineering, Atsugi, Kanagawa, Japan.
Kijewski-Correa, T., and Pirnia, D. (2009). “‘Pseudo-full-scale’ evaluation of occupant comfort in tall buildings.” 11th Americas Conf. on Wind Engineering (CD-ROM).
Kwok, K. C. S., Hitchcock, P. A., and Burton, M. D. (2009). “Perception of vibration and occupant comfort in wind-excited tall buildings.” J. Wind Eng. Ind. Aerodyn., 97(7–8), 368–380.
Kwon, D.-K., and Kareem, A. (2013a). “A multiple database-enabled design module with embedded features of international codes and standards.” Int. J. High-Rise Build., 2(3), 257–269.
Kwon, D.-K., and Kareem, A. (2013b). “Comparative study of major international wind codes and standards for wind effects on tall buildings.” Eng. Struct., 51, 23–35.
Kwon, D.-K., Kijewski-Correa, T., and Kareem, A. (2008). “E-analysis of high-rise buildings subjected to wind loads.” J. Struct. Eng., 1139–1153.
Kwon, D.-K., Spence, S. M. J., and Kareem, A. (2014). “A cyberbased data-enabled design framework for high-rise buildings driven by synchronously measured surface pressures.” Adv. Eng. Software, 77, 13–27.
Lamb, S., Kwok, K. C. S., and Walton, D. (2013). “Occupant comfort in wind-excited tall buildings: Motion sickness, compensatory behaviours and complaint.” J. Wind Eng. Ind. Aerodyn., 119, 1–12.
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.
MATLAB [Computer software]. Natick, MA, MathWorks.
McNamara, R., Kareem, A., and Kijewski, T. (2002). “Ask the experts… Perception of motion criteria for tall buildings subjected to wind: A panel discussion.” Structures Congress, ASCE, Reston, VA.
Minciarelli, F., Gioffrè, M., Grigoriu, M., and Simiu, E. (2001). “Estimates of extreme wind effects and wind load factors: Influence of knowledge uncertainties.” Prob. Eng. Mech., 16(4), 331–340.
National Research Council of Canada. (2010)., Structural Commentaries (Part 4 of Division B), Ottawa.
National Standards Body. (2008). “Guide to evaluation of human exposure to vibration in buildings.”, British Standards Institution, London.
Pagnini, L., and Solari, G. (1998). “Serviceability criteria for wind-induced acceleration and damping uncertainties.” J. Wind Eng. Ind. Aerodyn., 74–76, 1067–1078.
Pozos-Estrada, A., Hong, H., and Galsworthy, J. (2010). “Serviceability design factors for wind-sensitive structures.” Can. J. Civ. Eng., 37(5), 728–738.
Sadek, F., Diniz, S., Kasperski, M., Gioffrè, M., and Simiu, E. (2004). “Sampling errors in the estimation of peak wind-induced internal forces in low-rise structures.” J. Eng. Mech., 235–239.
Setareh, M. (2010). “Vibration serviceability of a building floor structure. II: Vibration evaluation and assessment.” J. Perform. Constr. Facil., 508–518.
Solari, G. (1997). “Wind-excited response of structures with uncertain parameters.” Prob. Eng. Mech., 12(2), 75–87.
Spence, S. M. J., and Gioffrè, M. (2011). “Efficient algorithms for the reliability optimization of tall buildings.” J. Wind Eng. Ind. Aerodyn., 99(6–7), 691–699.
Spence, S. M. J., and Gioffrè, M. (2012). “Large scale reliability-based design optimization of wind excited tall buildings.” Prob. Eng. Mech., 28, 206–215.
Spence, S. M. J., and Kareem, A. (2013). “Efficient performance-based design optimization of tall buildings.” Proc., 11th Int. Conf. on Structural Safety and Reliability, ICOSSAR 2013, G. Deodatis, B. Ellingwood, and D. Frangopol, eds., Taylor & Francis, London, 1763–1770.
Spence, S. M. J., and Kareem, A. (2014a). “Performance-based design and optimization of uncertain wind-excited dynamic building systems.” Eng. Struct., 78, 133–144.
Spence, S. M. J., and Kareem, A. (2014b). “Tall buildings and damping: A concept-based data-driven model.” J. Struct. Eng., 04014005-1–04014005-15.
Tamura, Y. (2005). “Damping in buildings and estimation techniques.” 6th Asia-Pacific Conf. on Wind Engineering (APCWE-VI), International Association for Wind Engineering, Atsugi, Kanagawa, Japan, 193–213.
Tamura, Y., Kawana, S., Nakamura, O., Kanda, J., and Nakata, S. (2006). “Evaluation perception of wind-induced vibration in buildings.” Proc., ICE—Struct. Build., 159(5), 283–293.
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.
Xie, L., Zhou, J., and Hao, C. (2004). “System-level load–strength interference based reliability modeling of k-out-of-n system.” Reliab. Eng. Syst. Saf., 84(3), 311–317.
Xie, L., Zhou, J., Wang, Y., and Wang, X. (2005). “Load-strength order statistics interference models for system reliability evaluation.” Int. J. Perform. Eng., 1(1), 23–36.
Xu, Y. L., and Kwok, K. C. S. (1993). “Mode shape corrections for wind tunnel tests of tall buildings.” Eng. Struct., 15(5), 618–635.
Zhou, Y., Kijewski-Correa, T., and Kareem, A. (2003). “Aerodynamic loads on tall buildings: Interactive database.” J. Struct. Eng., 394–404.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 141Issue 10October 2015

History

Received: Mar 21, 2014
Accepted: Nov 6, 2014
Published online: Dec 24, 2014
Discussion open until: May 24, 2015
Published in print: Oct 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Enrica Bernardini [email protected]
Adjunct Research Assistant Professor, NatHaz Modeling Laboratory, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author). E-mail: [email protected]; [email protected]
Seymour M. J. Spence, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109. E-mail: [email protected]
Dae-Kun Kwon, M.ASCE [email protected]
Research Assistant Professor, NatHaz Modeling Laboratory, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]
Ahsan Kareem, Dist.M.ASCE [email protected]
Robert M. Moran Professor of Engineering, NatHaz Modeling Laboratory, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share