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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 simulationShama, 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: ; Earthquake damage; Failure mode analysis; Damage assessment; Performance evaluation; Vulnerability; Pile structures; Earthquake engineering; Retrofit; Wooden structures; Substructures; Seismic effects; Strength; Modeling; Bridges; Cyclic loads; DuctilityPekcan, 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; RetrofittingPekcan, 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; RetrofittingMander, 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: ; Shear tests; Earthquake engineering; Beams (Supports); Seismic design; Bridge piers; Reinforced concrete; Joints (Junctions); Damage analysis; Columns (Supports)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 structuresChang, 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: ; Bridge foundations; Damage assessment; Earthquake engineering; Pile structures; Seismic design; Bridge piers; Energy absorption; Computerized simulation; Mathematical models; Cyclic loads