NEHRP Clearinghouse
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Andrus, 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: Buildings; Soil liquefaction; Earthquake engineering; Guidelines; Seismic design; Evaluation; Shear wave velocity; Soil properties; Secondary waves; Cyclic loads; In situ; Liquefaction; RetrofittingCheok, 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: ; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Stress analysis; Failure modes; Structural failure; Precast concrete; Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Compressive strengthKunnath, 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: ; Earthquake damage; Ductility; Damage assessment; Energy dissipation; Earthquake engineering; Reinforcement (Structures); Dynamic response; Highway bridges; Seismic design; Hysteresis; Bridge piers; Failure modes; Reinforced concrete; Structural fatigue; Structural members; Displacement; Columns (Supports); Fatigue limit; Cyclic loads; Dynamic structural analysisBeres, A.; El-Borgi, S.; White, R. N.; Gergely, P.
Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., October 29, 1992, 85 p.
Identifying Number(s): NCEER-92-0025
Keywords: ; Buildings; Earthquake engineering; Seismic design; Reinforced concrete; Concrete structures; Cyclic loads; Framed structuresWer, R.; Dobry, R.
The Equivalent Number of Cycles of Recorded Accelerograms for Soil Liquefaction Studies.
National Science Foundation, Washington, DC., April 1982, 142 p.
Identifying Number(s): CE-82-5
Keywords: Noncohesive soils; Pore pressure; Earthquake engineering; Sands; Earthquakes; Shear stresses; Soil properties; Liquefaction (Soils); Cyclic loadsEvans, M. D.; Seed, H. B.
Undrained Cyclic Triaxial Testing of Gravels - The Effect of Membrane Compliance.
National Science Foundation, Washington, DC., July 1987, 437 p.
Identifying Number(s): UCB/EERC-87/08
Keywords: ; Gravel; Penetration; Tests; Membranes; Pore pressure; Earthquakes; Thickness; Mechanical properties; Triaxial tests; Hydrostatic tests; Consolidation; Cyclic loads; Modulus of elasticityPessiki, S. P.; Conley, C.; Bond, T.; Gergely, P.; White, R. N.
Reinforced Concrete Frame Component Testing Facility: Design, Construction, Instrumentation and Operation.
National Science Foundation, Washington, DC., December 16, 1988, 53 p.
Identifying Number(s): NCEER-88-0047
Keywords: Earthquake engineering; Beams (Supports); Stress analysis; Loads (Forces); Lateral pressure; Reinforced concrete; Joints (Junctions); Columns (Supports); Framed structures; Cyclic loadsHidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 1: Height to Width Ratio of 2.
National Science Foundation, Washington, DC., November 1978, 142 p.
Identifying Number(s): UCB/EERC-78/27
Keywords: Shear tests; Buildings; Earthquake engineering; Loads (Forces); Masonry; Earthquakes; Piers; Cyclic loads; Dynamic structural analysisForzani, B.; Popov, E. P.; Bertero, V. V.
Hysteretic Behavior of Lightweight Reinforced Concrete Beam-Column Subassemblages.
National Science Foundation, Washington, DC., April 1979, 110 p.
Identifying Number(s): UCB/EERC-79/01
Keywords: Buildings; Earthquake engineering; Beams (Supports); Earthquakes; Lightweight aggregate concretes; Reinforced concrete; Concrete construction; Columns (Supports); Construction joints; Cyclic loads; Dynamic structural analysisHidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 3. Height to Width Ratio of 0.5.
National Science Foundation, Washington, DC., May 1979, 154 p.
Identifying Number(s): UCB/EERC-79/12
Keywords: Shear tests; Buildings; Supports; Earthquake engineering; Loads (Forces); Masonry; Seismic design; Earthquakes; Piers; Cyclic loads; Dynamic structural analysis