NEHRP Clearinghouse
displaying 101 - 110 results in total 117
Mosalam, K. M.; White, R. N.; Gergely, P.
Seismic Evaluation of Frames with Infill Walls Using Quasi-Static Experiments.
National Science Foundation, Arlington, VA., December 31, 1997, 114 p.
Identifying Number(s): NCEER-97-0019
Keywords: ; Masonry; Seismic design; Cracking (Fracturing); Framed structures; Steel structures; Walls; Buildings; Earthquake engineering; Shear stress; Cyclic loadsAndrus, R. D.; Stokoe, K. H.; Chung, R. M.; Juang, C. H.
Guidelines for Evaluating Liquefaction Resistance Using Shear Wave Velocity Measurement and Simplified Procedures.
National Inst. of Standards and Technology, Gaithersburg, MD., July 2003, 176 p.
Keywords: Evaluation; In situ; Seismic design; Retrofitting; Buildings; Earthquake engineering; Secondary waves; Liquefaction; Soil properties; Cyclic loads; Guidelines; Shear wave velocity; Soil liquefactionCheok, 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 constructionShultz, A. E.
NIST Research Program on the Seismic Resistance of Partially-Grouted Masonry Shear Walls.
June 1994, 116 p.
Identifying Number(s): NISTIR-5481
Keywords: ; Masonry; Seismic design; Walls; Buildings; Earthquake engineering; Shear stress; Cyclic loads; TestsCheok, 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 analysisTaylor, A. W.; Kuo, C.; Wellenius, K.; Chung, D.
Summary of Cyclic Lateral Load Tests on Rectangular Reinforced Concrete Columns.
Federal Highway Administration, McLean, VA. Structures Div.; National Center for Earthquake Engineering Research, Buffalo, NY.; California State Dept. of Transportation, Marysville., January 1997, 106 p.
Identifying Number(s): NISTIR-5984
Keywords: ; Reinforced concrete; Columns (Supports); Earthquake engineering; North America; Cyclic loads; New Zealand; Tests; Japan; Lateral pressureKunnath, S. K.; El-Bahy, A.; Taylor, A. W.; Stone, W. C.
Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, McLean, VA.; California State Dept. of Transportation, Sacramento. Office of Structures Design., October 1997, 142 p.
Identifying Number(s): NISTIR-6075
Keywords: ; Failure modes; Bridges (Structures); Seismic design; Damage assessment; Reinforced concrete; Columns (Supports); Structural failure; Earthquake damage; Dynamic response; Earthquake engineering; Fatigue limit; Cyclic loads; Displacement; Hysteresis; Ductility; Dynamic structural analysisKunnath, S. K.; El-Bahy, A.; Taylor, A.; Stone, W.
Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
Federal Highway Administration, Washington, DC., September 2, 1997, 204 p.
Identifying Number(s): NCEER-97-0006
Keywords: ; Seismic design; Reinforced concrete; Columns (Supports); Displacement; Hysteresis; Structural members; Damage assessment; Structural fatigue; Bridge piers; Cyclic loads; Ductility; Failure modes; Earthquake damage; Fatigue limit; Highway bridges; Dynamic response; Earthquake engineering; Energy dissipation; Reinforcement (Structures); Dynamic structural analysis