NEHRP Clearinghouse

displaying 221 - 228 results in total 228

• Stone, W. C.; Taylor, A. W.
  Seismic Performance of Circular Bridge Columns Designed in Accordance with AASHTO/CALTRANS Standards.
  Federal Highway Administration, McLean, VA., February 1993, 133 p.
  Identifying Number(s): NIST/BSS-170
  Keywords: Bridges (Structures); Earthquake resistant structures; Seismic design; Failure modes; Spiral reinforcement; Columns (Supports); Dynamic loads; Reinforced concrete; Standards; Lateral pressure; Earthquake damage; Earthquake engineering; Circular bridge columns; Cyclic loads; Hysteresis; Bridge design; Reinforcement (Structures); Dynamic structural analysis

• Lobo, R. F.; Bracci, J. M.; Shen, K. L.; Reinhorn, A. M.; Soong, T. T.
  Inelastic Response of Reinforced Concrete Structures with Viscoelastic Braces.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., April 5, 1993, 99 p.
  Identifying Number(s): NCEER-93-0006
  Keywords: ; Reinforced concrete; Framed structures; Mathematical models; Finite element analysis; Earthquake engineering; Vibration damping; Dynamic structural analysis

• Mander, J. B.; Waheed, S. M.; Chaudhary, M. T. A.; Chen, S. S.
  Seismic Performance of Shear-Critical Reinforced Concrete Bridge Piers.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 12, 1993, 171 p.
  Identifying Number(s): NCEER-93-0010
  Keywords: ; Seismic design; Reinforced concrete; Beams (Supports); Columns (Supports); Damage analysis; Earthquake engineering; Joints (Junctions); Bridge piers; Shear tests

• Kunnath, S. K.; Reinhorn, A. M.; Lobo, R. F.
  IDARC Version 3.0: A Program for the Inelastic Damage Analysis of Reinforced Concrete Structures.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 31, 1992, 132 p.
  Identifying Number(s): NCEER-92-0022
  Keywords: ; Reinforced concrete; Framed structures; Computerized simulation; Retrofitting; Walls; Damage analysis; Earthquake engineering

• Bracci, J. M.; Reinhorn, A. M.; Mander, J. B.
  Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads. Part 3. Experimental Performance and Analytical Study of a Structural Model.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 1, 1992, 162 p.
  Identifying Number(s): NCEER-92-0029
  Keywords: ; Damage assessment; Seismic design; Scale models; Reinforced concrete; Beams (Supports); Framed structures; Columns (Supports); Buildings; Earthquake engineering; Concrete structures; Tests

• Chang, G. A.; Mander, J. B.
  Seismic Energy Based Fatigue Damage Analysis of Bridge Columns. Part 2. Evaluation of Seismic Demand.
  National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 1, 1994, 150 p.
  Keywords: ; Damage assessment; Seismic design; Reinforced concrete; Mathematical models; Finite element analysis; Computer applications; Earthquake engineering; Bridge piers

• Moehle, J. P.; Hooper, J. D.; Lubke, C. D.
  Seismic Design of Reinforced Concrete Special Moment Frames: A Guide for Practicing Engineers. NEHRP Seismic Design Technical Brief No. 1.
  National Inst. of Standards and Technology, Gaithersburg, MD. Building Fire Research Laboratory., August 2008, 31 p.
  Identifying Number(s): NIST/GCR-8-917-1
  Keywords: ; Reinforced concrete; Design; Columns (Supports); Joints; Earthquake resistance structures; Buildings; Beams; Earthquake engineering; Requirements; Recommendations; Seismic effects; Construction; Building codes

• Gulec, C. K.; Whittaker, A. S.
  Performance-Based Assessment and Design of Squat Reinforced Concrete Shear Walls.
  National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., September 15, 2009, 664 p.
  Identifying Number(s): MCEER-09-0010
  Keywords: Reinforced concrete; Boundary elements; Walls; Ibarra-Krawinkler pinching model; Shear strength; Elevation; Finite elements; Loading (Structural); Stiffness degradation; Fatigue (Tests); Earthquakes