NEHRP Clearinghouse

displaying 1 - 5 results in total 5

• Pekcan, G.; Mander, J. B.; Chen, S. S.
  Experimental and Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-And-Seat Angle Connections.
  National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., January 5, 1995, 129 p.
  Identifying Number(s): NCEER-95-0002
  Keywords: ; Dynamic response; Connectors; Steel structures; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Fatigue (Materials); Structural engineering; Structural failure; Construction materials; Structural analysis; Cyclic loads; Fatigue life

• Pekcan, G.; Mander, J. B.; Chen, S. S.
  Experimental Performance and Analytical Study of a Non-Ductile Reinforced Concrete Frame Structure Retrofitted with Elastomeric Spring Dampers.
  National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., July 14, 1995, 151 p.
  Identifying Number(s): NCEER-95-0010
  Keywords: Shock absorbers; Earthquake resistant structures; Friction; Spring damper systems; Reinforced concrete; Vibration damping; Shear properties; Elastomers; Compressibility; Viscosity; Structural analysis; Dynamic analysis

• Pekcan, G.; Mander, J. B.; Chen, S. S.
  Experimental Investigation and Computational Modeling of Seismic Response of a 1:4 Scale Model Steel Structure with a Load Balancing Supplemental Damping System.
  Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA.; Federal Emergency Management Agency, Washington, DC., April 2, 1999, 220 p.
  Identifying Number(s): MCEER-99-0006
  Keywords: ; Damping; Steel structures; Earthquake engineering; Seismic design; Structural response; Cables (Rope); Computerized simulation

• Pekcan, G.; Mander, J. B.; Chen, S. S.
  Design and Retrofit Methodology for Building Structures with Supplemental Energy Dissipating Systems.
  National Science Foundation, Arlington, VA.; State Univ. of New York at Buffalo. Research Foundation., December 31, 1999, 198 p.
  Identifying Number(s): MCEER-99-0021
  Keywords: Energy dissipation; Ground motion; Design analysis; Frequency measurement; Earthquake resistant structures; Structural velocity; Vibration damping; Frequency response testing; Seismicity; Spectra; Viscosity; Algorithms; Nonlinear systems; Retrofitting

• Pekcan, G.; Mander, J. B.; Chen, S. S.
  Seismic Retrofit of End-Sway Frames of Steel Deck-Truss Bridges with a Supplemental Tendon System: Experimental and Analytical Investigation.
  Federal Highway Administration, Washington, DC., July 1, 2000, 186 p.
  Identifying Number(s): MCEER-00-0004
  Keywords: Damping (Engineering); Load paths; Steel structures; Computer programs; Earthquake engineering; Dynamic characteristics; Steel bridges; Seismic design; Bridge decks; Frames; Structural tests; Tendons (Materials); Steel deck truss bridges; Nonlinear time history analysis; Drain-2DX program; Model tests; Shaking table tests; Structural analysis; Bracing; Retrofitting