Suspended ceilings

The seismic hazard and damage problem and some practical solutions

Authors

  • W. D. Clark Ministry of Works and Development, Wellington, New Zealand
  • O. A. Glogau Ministry of Works and Development, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.12.4.292-304

Abstract

Traditional ceilings in rigis buildings generally caused few problems when under earthquake attack. The introduction of modern suspended ceilings with light metal grids and lay-in tiles or light fittings has created an entirely new situation. Increased flexibility of modern buildings has added to the problem, particularly with respect to the integration of ceilings and partitions.

The authors discuss the theoretical considerations of the problem and relate these to evidence from earthquake damage. Code requirements are reviewed and a number of typical solutions are presented.

Economics are briefly discussed and in conclusion the authors refer to a number of aspects not fully understood at present. Suggestions are made for further study and testing to clarify some dynamic aspects and fire barrier problems.

References

Glogau, O.A., Damage Control in New Zealand. Public Buildings through separation of Non-Structural Components, 6WCEE Delhi 1977, 5-43.

Glogau, O.A., Separation of Non-Structural Components in Buildings,Bull.NZNSEE Vol.9, No.3, September 1966. DOI: https://doi.org/10.5459/bnzsee.9.3.141-158

Kost et al, Interaction of Building Components During Seismic Action, 6WCEE, Delhi 1977 Paper 5-141.

NZS 4203 : 1976, Code of Practice for General Structural Design and Design Loadings for Buildings.

Strachan, C.H. and Glogau, O.A., DSIR Bull. 194, Report on Damage in the Gisborne Earthquake, 166.

Meehan, J.F., The Response of Several Public School Buildings in Archorage, Alaska, 1964. U.S. Department of Commerce, The Prince William Sound, Alaska, E.Q. of 1964.

Kelly, T.E., Floor Response of Yielding Structures, Bull. NZNSEE, Vol 11, No. 4, 1978. DOI: https://doi.org/10.5459/bnzsee.11.4.255-272

Smith, W.D., Statistical Estimates of the Likelihood of Earthquake Shaking Throughout New Zealand, Bull. NZNSEE Vol. 9, No. 4, Dec., 1976. DOI: https://doi.org/10.5459/bnzsee.9.4.213-221

Ambrayseys, N.N., Dynamics & Response of Foundation Materials in Epicentral Regions of Strong Earthquakes, 5WCEE, 1974, Rome.

Gallot, S., Applied Maths Div., D.S.I.R., Personal Communication, 1977.

Seismic Verification of the C.I.S.C.A. Recommended Standards for Seismic Restraint Direct - Hung Suspended Ceiling Assemblies, November 15, 1972, For Suspended Ceiling Manufacturers Association (SCMA). Wyle Lab. TR No. 26269.

Meehan, J.F., as well as Ayres, J.M. and Tseng-Yao Sum, San Fernando E.Q. , 1971, U.S. Department of Commerce, Vol. 1 B.

Suspended Ceilings and Associated Fittings, COP for Structural Design and Construction, 1979, Office of the Chief Structural Engineer, MWD, New Zealand.

Meehan, J.F., Research Director, Office of the State Architect, State of California, Personal Communication, 1976.

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Published

31-12-1979

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How to Cite

Clark, W. D., & Glogau, O. A. (1979). Suspended ceilings: The seismic hazard and damage problem and some practical solutions. Bulletin of the New Zealand Society for Earthquake Engineering, 12(4), 292-304. https://doi.org/10.5459/bnzsee.12.4.292-304