Wind Drift Design Considerations for Steel Framed Structures
DOI:
https://doi.org/10.53555/nnmce.v1i1.372Keywords:
drift limits, damageability, considerations, observationsAbstract
The world is developing at a very fast pace, also population in urban areas is also increasing with it due to change in demographics, and thus strong and durable buildings are the need of the hour. The design of steel framed buildings must take into consideration the lateral drift of the structure due to wind loading and any serviceability issues that may arise from this lateral movement. This paper focuses on one of these issues, damage to nonstructural components. It is an important issue which may significantly impact the buildings structural performance and economy. Furthermore, because these serviceability issues are not codified, there is a wide variation among design firms in how they are dealt with, leading to a greater economic disparity.
References
Adam, S., Avanessian, V., Hart, G., Anderson, R., Elmlinger, J., Gregory, J. (1990).
“Shear wall resistance of lightgage steel stud wall systems.” Earthquake Spectra, 6(1), 1-14.
AISC (1999, 2005). “Design Specification for Structural Steel Buildings”. American Institute of Steel Construction, Inc., Chicago, Illinois.
Algan, B. (1982). “Drift and damage considerations in earthquake resistant design ofreinforced concrete buildings.” Ph.D. Dissertation, Department of Civil Engineering, University of Illinois at Urbana.
ATC (2006). Applied Technology Council: Development of Next Generation Performance Based Seismic Design Guidelines. (ongoing research).
ASCE (1986). Ad-Hoc Committee on Serviceability Research, Committee on Research of the Structural Division. “Structural Serviceability: A Critical Appraisal and Research Needs.” ASCE Structures Journal. December.
ASCE (1988). Task Committee on Drift Control of Steel Buildings of the Committee on the Design of Steel Buildings. “Wind Drift Design of Steel-Framed Buildings: A State of the Art Report.” Journal of Structural Engineering ASCE, Volume 114.No. 9.
ASCE (1998). “Wind Tunnel Studies of Buildings and Structures.” ASCE, Reston, Va.
ASCE (1998, 2002, 2005). ‘‘Minimum design loads for buildings and other structures.’’ASCE, Reston, Va.
Baker, W.F. (1990). “Sizing techniques for lateral systems in multi-story steel buildings.”Proceedings of the Fourth World Congress, Tall Buildings: 2000 and Beyond, Council on Tall Buildings and Urban Habitat. Hong Kong, 1990.
Baker, W.F. (1991). “Stiffness optimization methods for lateral systems of buildings: A theoretical basis.” Proceedings of the Tenth Conference on Electronic Computations. ASCE. Indianapolis, Indiana. 1991.
Balendra, T., Anwara, K., Tey, K. (2005). “Direct measurement of wind-induced displacements in tall building models using laser positioning technique.” Journal of Wind Engineering and Industrial Aerodynamics. Volume 93, Issue 5. 7 0
Becker, R., (1975). “Panel Zone Effect on the Strength and Stiffness of Steel Rigid Frames”, Engineering Journal, American Institute of Steel Construction, First Quarter, 1975.
Bertero, V.V., Anderson, J.C., Krawinker, H. and Miranda, E. (1991). “Design guidelines for ductility and drift limits.” Rep. No. UCB/EERC-91/15. Earthquake Engrg. Res. Ctr., Univ. of California-Berkeley, Berkeley, Calif.
Bertero, V.V., Popov, E.P., and Krawinkler, H. (1972). “Beam-Column Subassemblages Under Repeated Load”, Journal of The Structural Division, ASCE, Vol. 98, No. ST5, pp 1137-1159.
Bouwkamp, J., Nuess, C., Maison, B. (1983). “A Study of Computer Modeling Formulation and Special Analytical Procedures for Earthquake Response of Multistory Buildings.” A Report to the National Science Foundation. January 1983.
British Standards Institution (BSI). (2001). ‘‘Structural use of steelwork in building. Code of practice for design.’’ BS 5950, London.
Brownjohn, J M W. Pan, T -C. Cheong, H -K. (1998). “Dynamic response of Republic Plaza, Singapore.” Structural Engineer. v 76 n 11 Jun 2 1998. p 221-226.
Carpenter, L. (2004). “High-rise building cladding drift accommodation.” Structural Design of Tall & Special Buildings. v 13 n 5 Dec 15 2004. p 439-456.
Chan, C., Grierson, D., Sherbourne, A. (1995). “Optimal design of tall steel building frameworks.” Journal of Structural Engineering, Vol. 121, No. 5, June, 2002.
Charney, F.A. (1990a). “DISPAR for SAP, A postprocessor for the SAP90 finite element analysis program.” Advanced Structural Concept Division, J.R. Harris and Company. Denver, Colorado.
Charney, F.A. (1990b). “Sources of elastic deformation in laterally loaded steel frame and tube structures.” Council on Tall Buildings and Urban Habitat, Fourth World Congress, Tall Buildings: 2000 and Beyond. Hong Kong, November 5-9 1990.
Charney, F.A. (1990c). “Wind drift serviceability limit state design of multistory buildings.” Journal of Wind Engineering and Industrial Aerodynamics. Vol. 36.
Charney, F.A. (1993). “Economy of Steel Framed Buildings through Identification of Structural Behavior,” AISC Engineering Journal, 1st Quarter
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