Filippou, F. C.; Issa, A.
Nonlinear Analysis of Reinforced Concrete Frames under Cyclic Load Reversals.
National Science Foundation, Washington, DC.,
September 1988,
134 p.
Identifying Number(s): UCB/EERC-88/12
Keywords: ; Earthquake resistant structures; Structural vibration; Frames; Reinforced concrete; Structural members; Columns (Supports); Mathematical models; Structural analysis; Deformation; Cyclic loads; Nonlinear systems
Whittaker, A. S.; Uang, C. M.; Bertero, V. V.
Experimental Study of the Behavior of Dual Steel Systems. U.S.-Japan Cooperative Earthquake Research Program.
National Science Foundation, Washington, DC.,
July 1990,
352 p.
Identifying Number(s): UCB/EERC-88/14
Keywords: ; Dynamic response; Earthquake damage; Steel structures; Earthquake resistant structures; Earthquake engineering; Models; Simulators; Structural vibration; Earthquakes; Structural steels; Stiffness; Strength; Structural members; Mathematical models; Structural analysis; Seismic waves
Nader, M. N.; Astaneh-Asl, A.
Experimental Studies of a Single Story Steel Structure with Fixed, Semi-Rigid and Flexible Connections.
National Science Foundation, Washington, DC.,
August 1989,
217 p.
Identifying Number(s): UCB/EERC-89/15
Keywords: ; Dynamic response; Connectors; Steel structures; Earthquake engineering; Dynamic tests; Loads (Forces); Earthquakes; Structural vibration; Vibration; Experimental data; Joints (Junctions); Test facilities; Structural members; Mathematical models; Structural analysis; Seismic waves
Seed, H. B.; Sun, J. I.
Implications of Site Effects in the Mexico City Earthquake of September 19, 1985 for Earthquake-Resistant Design Criteria in the San Francisco Bay Area of California.
National Science Foundation, Washington, DC.,
March 1989,
138 p.
Identifying Number(s): UCB/EERC-89/03
Keywords: Earthquake damage; Building codes; Earthquake resistant structures; Earthquake engineering; San Francisco (California); Soil profiles; Structural vibration; Earthquakes; Structural design; Soil-structure interactions; Earth movements; Design criteria; Mexico City Earthquake; Seismic waves
Chang, K. C.; Soong, T. T.; Oh, S. T.; Lai, M. L.
Seismic Response of a 2/5 Scale Steel Structure with Added Viscoelastic Dampers.
National Science Foundation, Washington, DC.,
May 17, 1991,
80 p.
Identifying Number(s): NCEER-91-0012
Keywords: ; Dynamic response; Ground motion; Seismic waves; Steel structures; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Viscoelasticity; Structural vibration; Temperature; Mechanical properties; Vibration damping; Seismic effects; Model tests; Mathematical models; Dynamic loads; Deformation; Dynamic structural analysis
Tsopelas, P. C.; Nagarajaiah, S.; Constantinou, M. C.; Reinhorn, A. M.
3D-BASIS-M: Nonlinear Dynamic Analysis of Multiple Building Base Isolated Structures.
National Science Foundation, Washington, DC.,
May 28, 1991,
192 p.
Identifying Number(s): NCEER-91-0014
Keywords: Bearings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Structural vibration; Vibration damping; Stiffness; 3D-BASIS-M computer program; Displacement; Mathematical models; Nonlinear systems; Dynamic structural analysis
Theodossiou, D.; Constantinou, M. C.
Evaluation of SEAOC Design Requirements for Sliding Isolated Structures.
National Science Foundation, Washington, DC.,
June 10, 1991,
246 p.
Identifying Number(s): NCEER-91-0015
Keywords: ; Dynamic structural analysis; Dynamic response; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Structural vibration; Vibration damping; Stiffness; Structural members; Displacement; Design criteria; Mathematical models; Seismic waves
Straw, D. L.; Saiidi, M.; O'Connor, D. N.
Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
National Science Foundation, Washington, DC.,
March 1992,
47 p.
Identifying Number(s): CCEER-92-1
Keywords: ; Hinges; Dynamic response; Earthquake damage; Computer programs; Earthquake engineering; Reinforcing steels; Loads (Forces); Structural vibration; Reinforced concrete; Bridge piers; Shear properties; Structural members; Displacement; Model tests; Deformation; Cyclic loads; Seismic waves
Marshall, R. D.; Phan, L. T.; Celebi, M.
Measurement of Structural Response Characteristics of Full-Scale Buildings: Selection of Structures.
February 1991,
26 p.
Identifying Number(s): NISTIR-4511
Keywords: Dynamic response; Field tests; Measuring instruments; Buildings; Seismic waves; Earthquake engineering; Structural vibration; Measurement; Earthquakes; Structural engineering; Loma Prieta Earthquake; Dynamic structural analysis
Todd, D.; Bieniawski, A.
Performance of Federal Buildings in the January 17, 1994 Northridge Earthquake.
January 1995,
25 p.
Identifying Number(s): NISTIR-5574
Keywords: Earthquake damage; Dynamic structural analysis; Damage assessment; US DOC; US DOI; Southern Region (California); Structural vibration; US DOJ; US DOD; Department of Veterans Affairs; US GSA; Seismic effects; Structural response; US DOA; Federal buildings; NASA; US DOE; US Postal Service; Northridge Earthquake; Federal Bureau of Prisons; Structural damage