Raufaste, N. J.
Wind and Seismic Effects. Proceedings of the U.S.-Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects (26th). Held in Gaithersburg, Maryland on May 17-20, 1994.
September 1994,
694 p.
Identifying Number(s): NIST/SP-871
Keywords: Tsunamis; Dams; Storm surges; Bridges; Wind loads; Earthquakes; Highway engineering; Design criteria; Design standards; Retrofitting; Earthquake engineering; Meetings; Foundations (Structures); Research programs; Seismic effects; Dynamic structural analysis; Wind engineering; Earthquake resistant structures; Structural vibration; Structural engineering; Wind effects; Wind pressure; Dynamic loads
Nagarajaiaj, S.; Reinhorn, A. M.; Constantinou, M. C.
3D-BASIS Nonlinear Dynamic Analysis of Three-Dimensional Base Isolated Structures: Part 2.
National Science Foundation, Washington, DC.,
February 28, 1991,
146 p.
Identifying Number(s): NCEER-91-0005
Keywords: Dynamic response; Bearings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; 3D-BASIS computer program; Structural vibration; Springs (Elastic); Vibration damping; Stiffness; Displacement; Mathematical models; Algorithms; Nonlinear systems; Dynamic structural analysis
Yanev, B.; McNiven, H. D.
Experimental Program for Studying the Dynamic Response of a Steel Frame with a Variety of Infill Partitions.
National Science Foundation, Washington, DC.,
December 1985,
77 p.
Identifying Number(s): UCB/EERC-85/16
Keywords: Earthquake damage; Dynamic response; Steel structures; Earthquake resistant structures; Structural vibration; Vibration; Frames; Experimental data; Earthquakes; Structural engineering; Structural steel; Deformation; Seismic waves
Zerbe, H. E.; Durrani, A. J.
Seismic Response of Connections in Indeterminate R/C Frame Subassemblies.
National Science Foundation, Washington, DC.,
April 1990,
237 p.
Identifying Number(s): REPT-40
Keywords: Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Beams (Supports); Cracking (Fracturing); Stress analysis; Structural vibration; Slabs; Statically indeterminate structures; Experimental data; Joints (Junctions); Frames; Strains; Displacement; Columns (Supports); Mechanical tests; Dynamic loads; Framed structures; Energy dissipation
Robertson, I. N.; Durrani, A. J.
Seismic Response of Connections in Indeterminate Flat-Slab Subassemblies.
National Science Foundation, Washington, DC.,
July 1990,
289 p.
Identifying Number(s): REPT-41
Keywords: Dynamic response; Floors; Failure; Earthquake resistant structures; Slabs; Beams (Supports); Structural vibration; Statically indeterminate structures; Experimental data; Joints (Junctions); Reinforced concrete; Shear properties; Displacement; Columns (Supports); Mechanical tests; Dynamic loads; Ductility
Tong, M.; Liang, Z.; Lee, G. C.
Physical Space Solutions of Non-Proportionally Damped Systems.
National Science Foundation, Washington, DC.,
January 15, 1991,
68 p.
Identifying Number(s): NCEER-91-0002
Keywords: ; Seismic waves; Damping; Dynamic response; Energy dissipation; Earthquake engineering; Structural vibration; Numerical analysis; Vibration damping; Mathematical models; Algorithms; Dynamic structural analysis
Khatib, I. F.; Mahin, S. A.; Pister, K. S.
Seismic Behavior of Concentrically Braced Steel Frames.
National Science Foundation, Washington, DC.,
January 1988,
238 p.
Identifying Number(s): UCB/EERC-88/01
Keywords: ; Dynamic response; Energy dissipation; Steel structures; Earthquake engineering; Loads (Forces); Structural vibration; Frames; Reinforcement (Structural); Structural steels; Structural members; Steel construction; Structural analysis; Framed structures; Seismic waves
Griffith, M. C.; Aiken, I. D.; Kelly, J. M.
Experimental Evaluation of Seismic Isolation of a 9-Story Braced Steel Frame Subject to Uplift.
National Science Foundation, Washington, DC.,
May 1988,
145 p.
Identifying Number(s): UCB/EERC-88/05
Keywords: ; Bearings; Steel structures; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Buildings; Structural vibration; Earthquakes; Experimental data; Vibration damping; Stiffness; Earth movements; Structural members; Framed structures
Kusainov, A. A.; Clough, R. W.
Alternatives to Standard Mode Superposition for Analysis of Non-Classically Damped Systems.
National Science Foundation, Washington, DC.,
June 1988,
73 p.
Identifying Number(s): UCB/EERC-88/09
Keywords: ; Dynamic response; Superposition (Mathematics); Buildings; Earthquake resistant structures; Earthquake engineering; Structural vibration; Matrices (Mathematics); Vibration damping; Stiffness; Mathematical models; Dynamic structural analysis
Zayas, V.; Low, S.; Bozzo, L.; Mahin, S.
Feasibility and Performance Studies on Improving the Earthquake Resistance of New and Existing Buildings Using the Friction Pendulum System.
National Science Foundation, Washington, DC.,
September 1989,
308 p.
Identifying Number(s): UCB/EERC-89/09
Keywords: Dynamic response; Earthquake damage; Performance evaluation; Buildings; Vibration isolators; Earthquake resistant structures; Friction; Cost effectiveness; Loads (Forces); Structural vibration; Pendulums; Seismic design; Structural design; Earthquake engineering; Vibration damping; Friction Pendulum System; Structural members; Mathematical models; Rehabilitation; Feasibility studies