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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.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 4433
  NISTIR 4433
  October 1990
  104 p.

• Cheok, G. S.; Lew, H. S.
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  Performance of Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading.
  National Institute of Standards and Technology, Gaithersburg, MD
  PCI Journal, Vol. 36, No. 3, 56-67, May/June 1991

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

  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.

• 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.

• Yancey, C. W. C.; Scribner, C. F.
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  Influence of Horizontal Reinforcement on Shear Resistance of Concrete Block Masonry Walls.
  National Institute of Standards and Technology, Gaithersburg, MD
  NISTIR 89-42-2
  NISTIR 89-42-2
  October 1989
  67 p.

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

  Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading.
  National Institute of Standards and Technology, Gaithersburg, MD
  PCI Journal, Vol. 38, No. 4, 80-92, July/August 1993

• 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

• Schultz, A. E.; Hutchinson, R. S.; Cheok, G. S.
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  Seismic Performance of Masonry Walls With Bed Joint Reinforcement.
  University of Minnesota, Minneapolis; National Institute of Standards and Technology, Gaithersburg, MD
  Structural Engineers World Congress. Proceedings. Paper Number T119-4. July 18-23, 1998, Elsevier Science Ltd., San Francisco, CA, 1-7 p., 1998