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Author: geraldine cheok

Displaying records 71 to 80 of 82 records.
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71. Post-Installed Anchors. A Literature Review
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 6096
Published: 1/1/1998
Authors: Geraldine S Cheok, Long Thanh Phan
Abstract: A literature review of studies on the behavior of post-installed concrete anchors is presented. The survey covers several types of anchors that are subjected to tension loads, shear loads, and to combined shear and tension loads. Brief summaries of ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860074

72. Hybrid Reinforced Precast Frame for Seismic Regions
Published: 3/1/1997
Authors: J Stanton, William C Stone, Geraldine S Cheok
Abstract: A precast, prestressed concrete framing system for resisting earthquake loads is described. The system uses both unbonded post-tensioned reinforcement and bonded bar reinforcement. Tests hve shown that its performance is equal or superior to that of ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909451

73. Simplified Design Procedure for Hybrid Precast Concrete Connections
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 5765
Published: 2/1/1996
Authors: Geraldine S Cheok, William C Stone, S. D. Nakaki
Abstract: A rational design procedure is presented to compute the probable moment, the nominal moment, and the story drift capacities of a hybrid precast moment-resisting beam-to-column connection. The hybrid connections consist of mild steel which is used to ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909473

74. Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading
Published: 3/1/1995
Authors: William C Stone, Geraldine S Cheok, J Stanton
Abstract: Test results of ten hybrid precast concrete beam-to-column connections are presented. These tests constitute Phave IV of an experimental program on 1/3-scale model precast moment resisting connections conducted at the National Institute of Standards ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909474

75. Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 5436
Published: 6/1/1994
Authors: Geraldine S Cheok, William C Stone
Abstract: Test results of four hybrid post-tensioned concrete beam-to-column connections are presented. These tests represent Phase IV B of an experimental program on 1/3-scale model precast concrete moment resisting connections being conducted at the National ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909377

76. Beam-to-Column Connections for Precast Concrete Moment-Resisting Frames
Published: 5/16/1994
Authors: Geraldine S Cheok, William C Stone, J Stanton, D Seagren
Abstract: Precast concrete frame construction is not used extensively in seismic regions of the USA. The UBC [ICBO, 1991] currently permits only certain specific building systems to be used and a precast frame is not one of them. The reason is that extensive r ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909475

77. Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 5246
Published: 8/1/1993
Authors: Geraldine S Cheok, William C Stone
Abstract: Test results of hybrid post-tensioned precast concrete beam-to-column connections are presented. These tests represent Phase IV A of an experimental program on 1/3-scale model precast concrete moment resisting connections being conducted at the Natio ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909390

78. Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 4589
Published: 6/1/1991
Authors: Geraldine S Cheok, Hai Sang Lew
Abstract: Results are presented from the experimental test program on precast concrete beam-column connections subjected to inelastic cyclic loads being conducted at the National Institute of Standards and Technology. This report is the second in a series and ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909378

79. Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 4433
Published: 10/1/1990
Authors: Geraldine S Cheok, Hai Sang Lew
Abstract: An experimental study of the behavior of precast concrete beam-column connections subjected to cyclic inelastic loading was initiated at the National Institute of Standards and Technology. The study was initiated to provide data for the development o ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909396

80. Overview of NIST s Efforts Towards Developing Standards for Performance Evaluation of 3D Imaging Systems
Published: Date unknown
Authors: Geraldine S Cheok, Alan M. (Alan M.) Lytle
Abstract: The paper presents a brief overview of the National of Institute of Standards and Technology's (NIST) efforts towards standardizing methods for the performance evaluation of 3D imaging systems. 3D imaging systems are used to rapidly capture (thousan ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860670



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