Windstorm Resilience of a 10-Story Steel Frame Office Building
Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 4, Issue 3
Abstract
The windstorm resilience of a 10-story steel frame building is examined by adapting procedures and software initially developed for performance-based seismic engineering. Building vulnerability to wind was predicted using a nonlinear finite element model of the structure subjected to wind loads based on loads measured in wind tunnel tests of a small-scale model of the building. The model of the building structure was idealized using a concentrated plasticity approach, including both the main wind force resisting and gravity systems. Wind tunnel load records were modified to emulate the nonstationary effects of windstorms. Nonlinear response history analyses were used to calculate story drifts and roof and floor accelerations. The calculated values were then correlated to probable building damage using empirical fragility data of structural and nonstructural building components. Monte Carlo simulations of possible building response scenarios were run and the simulation results indicated that during service-level windstorms buildings were generally habitable. During extreme-level sustained windstorms, damage to cladding and a need for the repair of structural components, especially nonductile beam connections, was predicted.
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Acknowledgments
The author expresses his appreciation to the ASCE/SEI Ad-Hoc Wind Performance-Based Design Committee, chaired by Don Scott and co-chaired by Larry Griffis for their support, and to Finley Charney, chair of the Committee on Performance Based Wind Engineering Technical Committee in the ASCE Wind Engineering Division. This paper was based in part on recommendations from the ASCE/SEI-sponsored workshop on the Adaptation of Seismic Performance Assessment Procedures (FEMA P-58) for Performance-Based Wind Engineering of Buildings, held in Reston, Virginia, on August 31, 2015. Part of the study was presented at the ASCE 2016 Geo-Structures Congress. The opinions and recommendations expressed in this paper are those of the author and do not necessarily reflect the views of the Committee or the workshop participants.
References
AISC. 2010. Seismic provisions for structural steel buildings. ANSI/AISC 341-10. Chicago: AISC.
ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7–10. Reston, VA: ASCE.
ASCE. 2014. Seismic evaluation and retrofit of existing buildings. ASCE 41–13. Reston, VA: ASCE.
Aswegan, K., F. A. Charney, and J. Jarrett. 2015. “Recommended procedures for damage based serviceability design of steel buildings under wind load.” Eng. J. AISC 52 (1): 1–26.
ATC (Applied Technology Council). 2018. “Windspeed by location.” Accessed February 13, 2012. http://windspeed.atcouncil.org/.
Barbato, M., F. Petrinib, V. U. Unnikrishnana, and M. Ciampolib. 2013. “Performance-based hurricane engineering (PBHE) framework.” Struct. Saf. 45 (Nov): 24–35.
Boggs, D. W., and J. A. Peterka. 1992. “Wind speeds for design of temporary structures.” In Proc., Structures Congress. Reston, VA: ASCE.
Bruneau, M., and A. Reinhorn. 2007. “Exploring the concept of seismic resilience for acute care facilities.” Earthquake Spectra 23 (1): 41–62.
Charney, F. A., and J. Marshall. 2006. “A comparison of the Krawinkler and Scissors models for including beam-column joint deformations in the analysis of moment resisting steel frames.” Eng. J. AISC 43 (1): 31–48.
Ciampoli, M., F. Petrini, and G. Augusti. 2011. “Performance-based wind engineering: Towards a general procedure.” Struct. Saf. 33 (6): 367–378.
CTBUH (Council on Tall Buildings and Urban Habitat). 2014. Roadmap on the future research needs of tall buildings, edited by P. Oldfield, D. Trabucco, and A. Wood. Chicago: Council on Tall Buildings and Urban Habitat.
FEMA. 2000. State of the art on systems performance of steel moment frames subjected to earthquake ground shaking. FEMA 355C. Washington, DC: FEMA.
FEMA. 2009a. Effects of strength and stiffness degradation on seismic response. FEMA P-440A. Washington, DC: FEMA.
FEMA. 2009b. Quantification of building seismic performance factors. FEMA P-695. Washington, DC: FEMA.
FEMA. 2012a. Seismic performance assessment of buildings, volume 1—Methodology. FEMA P-58-1. Washington, DC: FEMA.
FEMA. 2012b. Seismic performance assessment of buildings, volume 2—Implementation guide. FEMA P-58-2. Washington, DC: FEMA.
FEMA. 2012c. Seismic performance assessment of buildings, volume 3—Performance assessment calculation tool (PACT), version 2.9.65. Washington, DC: FEMA.
FEMA. 2012d. Seismic performance assessment of buildings, volume 3—Spreadsheet tools. Washington, DC: FEMA.
Gani, F., and F. Legeron. 2012. “Relationship between specified ductility and strength demand reduction for single degree-of-freedom systems under extreme wind events.” J. Wind Eng. Ind. Aerodyn. 109 (Oct): 31–45.
Griffis, L., V. Patel, S. Muthukumar, and S. Baldava. 2012. “A framework for performance-based wind engineering.” In Advances in hurricane engineering: Learning from our past. Reston, VA: ASCE.
Gupta, A., and H. Krawinkler. 1999. Seismic demands for performance evaluation of steel moment resisting frame structures. Stanford, CA: Stanford Univ.
Hart, G. C., and A. Jain. 2013. “Performance based wind design of tall concrete buildings in the Los Angeles region utilizing structural reliability and nonlinear time history analysis.” In Proc., 12th Americas Conf. on Wind Engineering (12ACWE). Fort Collins, CO: American Association for Wind Engineering.
Ibarra, L. F., R. A. Medina, and H. Krawinkler. 2005. “Hysteretic models that incorporate strength and stiffness deterioration.” Earthquake Eng. Struct. Dyn. 34 (12): 1489–1511.
Isyumov, N. 1993. “Criteria for acceptable wind-induced motions of tall-buildings.” In Proc., Int. Conf. on Tall Buildings. Chicago: CTBUH.
Judd, J. P., and F. A. Charney. 2015. “Inelastic building behavior and collapse risk for wind loads.” In Proc., Structures Congress 2015. Reston, VA: ASCE.
Judd, J. P., and F. A. Charney. 2016. “Wind performance assessment of buildings.” In Proc., Geotechnical and Structural Engineering Congress. Reston, VA: ASCE.
Kareem, A., S. M. J. Spence, and E. Bernardini. 2013. Performance-based design of wind-excited tall and slender structures. South Bend, IL: NatHaz Modeling Laboratory, Univ. of Notre Dame.
Krawinkler, H. 1978. “Shear in beam-column joints in seismic design of frames.” Eng. J. AISC 15 (3): 82–91.
Kwok, K. C. S., M. D. Burton, and A. K. Abdelrazaq. 2015. Wind-induced motion of tall buildings: Designing for habitability. Reston, VA: ASCE.
Larsen, R., R. Klemencic, J. Hooper, and K. Aswegan. 2016. “Engineering objectives for performance-based wind design.” In Geotechnical and Structural Engineering Congress 2016, 1245–1258. Reston, VA: ASCE.
Lignos, D. G., and H. Krawinkler. 2011. “Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading.” J. Struct. Eng. 137 (11): 1291–1302.
Lombardo, F. T. 2012. “Improved extreme wind speed estimation for wind engineering applications.” J. Wind Eng. Ind. Aerodyn. 104–106 (May): 278–284.
Lowes, L. N., N. Mitra, and A. Altoonash. 2004. A beam-column joint model for simulating the earthquake response of reinforced concrete frames. Berkeley, CA: PEER, Univ. of California.
Muthukumar, S., S. Baldava, and J. Garber. 2012. “Performance-based evaluation of an existing building subjected to wind forces.” In Advances in hurricane engineering, 1217–1228. Reston, VA: ASCE.
NIST. 2014. Measurement science R&D roadmap for windstorm and coastal inundation impact reduction. NIST GRC 11-973-13. Gaithersburg, MD: NIST.
PEER/ATC (Pacific Earthquake Engineering Research Center/Applied Technology Council). 2010. Modeling and acceptance criteria for seismic design and analysis of tall buildings. ATC-72-1. Berkeley, CA: Pacific Earthquake Engineering Research Center, Univ. of California.
PEER (Pacific Earthquake Engineering Research Center). 2015. Open systems for earthquake engineering simulation (OpenSees), version 2.4.6 (revision 6062). Berkeley, CA: Pacific Earthquake Engineering Research Center, Univ. of California.
Spence, S., W. Chuang, P. Tabbuso, E. Bernardini, A. Kareem, L. Palizzolo, and A. Pirrotta. 2016. “Performance-based engineering of wind-excited structures: A general methodology.” In Geotechnical and Structural Engineering Congress 2016, 1269–1282. Reston, VA: ASCE.
TPU (Tokyo Polytechnic University). 2018. “TPU aerodynamic database.” Accessed July 3, 2014. http://www.wind.arch.t-kougei.ac.jp/system/eng/contents/code/tpu.
van de Lindt, J. W., and T. N. Dao. 2009. “Performance-based wind engineering for wood-frame buildings.” J. Struct. Eng. 135 (2): 169–177.
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©2018 American Society of Civil Engineers.
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Received: Jul 6, 2016
Accepted: Jan 8, 2018
Published online: Apr 24, 2018
Published in print: Sep 1, 2018
Discussion open until: Sep 24, 2018
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