NEHRP Clearinghouse

displaying 1 - 7 results in total 7

• Donlon, W. P.
  Experimental Investigation of the Nonlinear Seismic Response of Concrete Gravity Dams.
  National Science Foundation, Washington, DC.; Bechtel Corp., San Francisco, CA., January 9, 1989, 141 p.
  Identifying Number(s): EERL-89-01
  Keywords: ; Gravity dams; Theses; Earthquake engineering; Cracking (Fracturing); Seismic effects; Concrete dams; Scale models; Nonlinear problems; Dynamic structural analysis

• Bracci, J. M.; Reinhorn, A. M.; Mander, J. B.
  Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 1. Design and Properties of a One-Third Scale Model Structure.
  New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 181 p.
  Identifying Number(s): NCEER-92-0027
  Keywords: ; Retrofitting; Earthquake engineering; Beams (Supports); Loads (Forces); Seismic design; Reinforced concrete; Office buildings; Scale models; Framed structures; Dynamic structural analysis

• Wolff, E. D.; Constantinou, M. C.
  Experimental Study of Seismic Isolation Systems with Emphasis on Secondary System Response and Verification of Accuracy of Dynamic Response History Analysis Methods.
  National Science Foundation, Arlington, VA., January 16, 2004, 956 p.
  Identifying Number(s): MCEER-04-0001
  Keywords: Dynamic response; Bearings; Earthquake resistant structures; Systems analysis; Components; Dampers; 3D-BASIS-ME computer program; Computerized simulation; Secondary system response; Dynamic response history analysis; SAP2000 computer program; Scale models; Seismic isolation

• Bertero, V. V.; Aktan, A. E.; Harris, H. G.; Chowdhury, A. A.
  Mechanical Characteristics of Materials Used in a 1/5 Scale Model of a 7-Story Reinforced Concrete Test Structure.
  National Science Foundation, Washington, DC., October 1983, 90 p.
  Identifying Number(s): UCB/EERC-83/21
  Keywords: Scale (Ratio); Earthquake engineering; Models; Reinforced concrete; Scale models; Dynamic structural response; Stress strain diagrams

• Aycardi, L. E.; Mander, J. B.; Reinhorn, A. M.
  Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 2. Experimental Performance of Subassemblages.
  New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 163 p.
  Identifying Number(s): NCEER-92-0028
  Keywords: ; Ground motion; Buildings; Earthquake engineering; Seismic design; Lateral pressure; Soil structure interactions; Reinforced concrete; Columns (Supports); Scale models; Lap joints; Mathematical models; Subassemblies; Framed structures; Cyclic loads; Retrofitting

• Chang, K. C.; Hwang, J. S.; Lee, G. C.
  Shaking Table Study of a 1/5 Scale Steel Frame Composed of Tapered Members.
  National Science Foundation, Washington, DC., September 18, 1989, 56 p.
  Identifying Number(s): NCEER-89-0024
  Keywords: Buildings; Earthquake engineering; Earthquake resistant structures; Rafters; Seismic design; Gable frame structures; Scale models; Shaking tables; Stress testing

• 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: ; Buildings; Tests; Earthquake engineering; Beams (Supports); Damage assessment; Seismic design; Reinforced concrete; Columns (Supports); Scale models; Concrete structures; Framed structures