NEHRP Clearinghouse
displaying 1 - 8 results in total 8
Cheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
October 1990, 110 p.
Identifying Number(s): NISTIR-4433
Keywords: ; Earthquake resistant structures; Beams (Supports); Precast concrete; Columns (Supports); Experimental data; Model tests; Joints (Junctions); Concrete structures; Cyclic loads; Displacement; Structural analysisCheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2.
June 1991, 92 p.
Identifying Number(s): NISTIR-4589
Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete constructionCheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
Concrete Research Council, Detroit, MI., August 1993, 142 p.
Identifying Number(s): NISTIR-5246
Keywords: ; Earthquake resistant structures; Beams (Supports); Failure; Precast concrete; Construction joints; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Ductility; Concrete constructionCheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.
June 1994, 74 p.
Identifying Number(s): NISTIR-5436
Keywords: ; Failure modes; Earthquake resistant structures; Beams (Supports); Precast concrete; Construction joints; Structural failure; Compressive strength; Model tests; Concrete structures; Earthquake engineering; Cyclic loads; Stress analysis; Structural analysisCheok, G. S.; Stone, W. C.; Nakaki, S. D.
Simplified Design Procedure for Hybrid Precast Concrete Connections.
Concrete Research Council, Detroit, MI., February 1996, 98 p.
Identifying Number(s): NISTIR-5765
Keywords: ; Earthquake resistant structures; Beams (Supports); Precast concrete; Construction joints; Dynamic response; Buildings; Design criteriaYancey, C. W.; Cheok, G. S.; Sadek, F.; Mohraz, B.
Summary of the Structural Performance of Single-Family, Wood-Frame Housing.
September 1998, 176 p.
Identifying Number(s): NISTIR-6224
Keywords: Damage assessment; Wind effects; Hurricanes; Structural failure; Storm damage; Earthquake damage; Performance evaluation; Dynamic response; Structural damage; Failure mode analysis; Design analysis; Residential buildings; Wood frame construction; Seismic effects; Houses; Dynamic structural analysisPhan, L. T.; Cheok, G. S.; Todd, D. R.
Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening with Infill Walls.
May 1995, 62 p.
Identifying Number(s): NISTIR-5682
Keywords: Reinforced concrete; Structural failure; Frames; Structural design; Dynamic response; Concrete structures; Earthquake engineering; Infilled walls; Shear strength; Design analysis; Displacement; Loads (Forces); Reinforcement (Structures); Design criteria; Structural analysisCheok, G. S.; Stone, W. C.
Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.
August 1993, 38 p.
Identifying Number(s): NISTIR-5257
Keywords: ; Moments; Columns (Supports); Loads (Forces); Structural members; Damage assessment; Cyclic loads; Ductility; Prestressed concrete; Earthquake damage; Buildings; Concrete structures; Structural analysis; Beams (Supports); Precast concrete; Construction joints; Model tests; Earthquake engineering; Energy dissipation; Boundary conditions