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• Cheok, G. S.; Lew, H. S.
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  Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 4589
  NISTIR 4589
  June 1991
  84 p.

• Carino, N. J.; Sansalone, M.
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  Detection of Voids in Grouted Ducts Using the Impact-Echo Method.
  National Institute of Standards and Technology, Gaithersburg, MD
  Title 89-M34
  ACI Materials Journal, Vol. 89, No. 3, 296-303, May/June 1992
  Title 89-M34

• Cheok, G. S.; Stone, W. C.
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  Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 5246
  Concrete Research Council, Detroit, MI, NISTIR 5246
  August 1993
  136 p.

• Cheok, G. S.; Stone, W. C.
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  Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 5257
  Concrete Research Council, Detroit, MI, NISTIR 5257
  August 1993
  42 p.

• Cheok, G. S.; Stone, W. C.
  view article (1.0)

  Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 5436
  NISTIR 5436
  June 1994
  65 p.

• Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
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  Extreme Wind Estimates by the Conditional Mean Exceedance Procedure.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 5531
  NISTIR 5531
  April 1995
  16 p.

• Stone, W. C.; Cheok, G. S.; Stanton, J. F.
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  Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading.
  National Institute of Standards and Technology, Gaithersburg, MD
  Title 92-S22
  ACI Structural Journal, Vol. 91, No. 2, 229-249, March/April 1995
  Title 92-S22

• Cheok, G. S.; Stone, W. C.; Nakaki, S. D.
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  Simplified Design Procedure for Hybrid Precast Concrete Connections.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 5765
  Concrete Research Council, Detroit, MI, NISTIR 5765
  February 1996
  92 p.

• Cheok, G. S.; Lew, H. S.
  view article (1.0)

  Simplified Design Provisions for Hybrid Precast Connections.
  National Institute of Standards and Technology, Gaithersburg, MD
  Wind and Seismic Effects, 29th Joint Meeting of U.S./Japan Panel. Proceedings. U.S./Japan Natural Resources Development Program (UJNR). Technical Memorandum of PWRI No. 3524. May 13-16, 1997, Tsukuba, Japan, Okahaca, M., Editors, 149-157 p., 1997

• Cheok, G. S.; Stone, W. C.; Kunnath, S. K.
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  Seismic Response of Precast Concrete Frames With Hybrid Connections.
  National Institute of Standards and Technology, Gaithersburg, MD
  ACI Structural Journal, Vol. 95, No. 5, 527-539, September/October 1998