NEHRP Clearinghouse

displaying 11 - 17 results in total 17

• 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: ; Seismic design; Steel structures; Computerized simulation; Damping; Earthquake engineering; Cables (Rope); Structural response

• Shama, A. A.; Mander, J. B.; Friedland, I. M.; Allicock, D. R.
  Seismic Vulnerability of Timber Bridges and Timber Substructures.
  Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., June 7, 2007, 198 p.
  Identifying Number(s): MCEER-07-0008
  Keywords: ; Bridges; Vulnerability; Damage assessment; Substructures; Earthquake damage; Wooden structures; Pile structures; Earthquake engineering; Failure mode analysis; Strength; Performance evaluation; Cyclic loads; Modeling; Retrofit; Seismic effects; Ductility

• 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

• Mander, J. B.; Nair, B.; Wojtkowski, K.; Ma, J.
  Experimental Study on the Seismic Performance of Brick-Infilled Steel Frames with and without Retrofit.
  National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., January 29, 1993, 141 p.
  Identifying Number(s): NCEER-93-0001
  Keywords: ; Seismic design; Beams (Supports); Framed structures; Retrofitting; Jackets; Buildings; Earthquake engineering; Bricks; Structural steels; Cyclic loads; Tests

• 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 1. Evaluation of Seismic Capacity.
  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., March 14, 1994, 239 p.
  Keywords: ; Damage assessment; Seismic design; Energy absorption; Computerized simulation; Mathematical models; Pile structures; Earthquake engineering; Bridge piers; Cyclic loads; Bridge foundations

• 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