NEHRP Clearinghouse
displaying 71 - 80 results in total 99
Chang, K. C.; Yao, G. C.; Lee, G. C.; Hao, D. S.; Yeh, Y. C.
Dynamic Characteristics of a Full-Size Five-Story Steel Structure and a 2/5 Scale Model.
National Science Foundation, Washington, DC., July 2, 1991, 105 p.
Identifying Number(s): NCEER-91-0011
Keywords: Damage assessment; Framed structures; Structural vibration; Steel structures; Prototypes; Vibration tests; Model tests; Dynamic response; Earthquake damage; Earthquake engineering; Concrete slabs; Design analysis; Stress analysis; Foundations; Shake Table Tests; Structural membersBoroschek, R. L.; Mahin, S. A.
Investigation of the Seismic Response of a Lightly-Damped Torsionally-Coupled Building.
National Science Foundation, Washington, DC., December 1991, 277 p.
Identifying Number(s): UCB-EERC-91-18
Keywords: ; Framed structures; Steel structures; Elastic analysis; Displacement; Loads (Forces); Structural members; Torsion; Mathematical models; Vibration damping; Case studies; Nonlinear systems; Structural vibration; California; Earthquake damage; Buildings; Seismic effects; Structural analysis; Dynamic response; Earthquake engineering; Joints (Junctions)Grigorian, C. E.; Yang, T. S.; Popov, E. P.
Slotted Bolted Connection Energy Dissipators.
National Science Foundation, Washington, DC., July 1992, 36 p.
Identifying Number(s): UCB/EERC-92/10
Keywords: ; Earthquake resistant structures; Friction; Framed structures; Buildings; Earthquake engineering; Energy dissipation; Cyclic loads; Displacement; Bolted joints; Vibration isolators; Loads (Forces)Choudhuri, D.; Mander, J. B.; Reinhorn, A. M.
Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 1. Experimental Performance of Retrofitted Subassemblages.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 132 p.
Identifying Number(s): NCEER-92-0030
Keywords: ; Earthquake resistant structures; Reinforced concrete; Seismic waves; Framed structures; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysisBracci, J. M.; Reinhorn, A. M.; Mander, J. B.
Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 2. Experimental Performance and Analytical Study of a Retrofitted Structural Model.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 197 p.
Identifying Number(s): NCEER-92-0031
Keywords: ; Earthquake resistant structures; Reinforced concrete; Framed structures; Seismic waves; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysisBeres, A.; White, R. N.; Gergely, P.
Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details. Part 1. Summary of Experimental Findings of Full Scale Beam-Column Joint Tests.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., September 30, 1992, 81 p.
Identifying Number(s): NCEER-92-0024
Keywords: ; Seismic design; Framed structures; Columns (Supports); Concrete structures; Earthquake engineering; Cyclic loads; TestsBeres, A.; El-Borgi, S.; White, R. N.; Gergely, P.
Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., October 29, 1992, 85 p.
Identifying Number(s): NCEER-92-0025
Keywords: ; Seismic design; Reinforced concrete; Framed structures; Buildings; Concrete structures; Earthquake engineering; Cyclic loadsBracci, 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: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Beams (Supports); Retrofitting; Earthquake engineering; Office buildings; Loads (Forces); Dynamic structural analysisAycardi, 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: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Retrofitting; Columns (Supports); Mathematical models; Buildings; Earthquake engineering; Lap joints; Ground motion; Cyclic loads; Soil structure interactions; Subassemblies; Lateral pressureHoffmann, G. W.; Kunnath, S. K.; Reinhorn, A. M.; Mander, J. B.
Gravity-Load-Designed Reinforced Concrete Buildings: Seismic Evaluation of Existing Construction and Detailing Strategies for Improved Seismic Resistance.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., July 15, 1992, 164 p.
Identifying Number(s): NCEER-92-0016
Keywords: ; Seismic design; Earthquake resistant structures; Reinforced concrete; Framed structures; Retrofitting; Buildings; Earthquake engineering