Thewalt, C. R.; Mahin, S. A.
Hybrid Solution Techniques for Generalized Pseudodynamic Testing.
National Science Foundation, Washington, DC.,
July 1987,
145 p.
Identifying Number(s): UCB/EERC-87/09
Keywords: Reliability; Damping; Tests; Earthquake engineering; Dynamic tests; Computer applications; Equations of motion; Pseudodynamic testing; Displacement; Actuators; Control equipment
Oughourlian, C.; Powell, G. H.
U-Bar Restraint Element (Type 11) for the ANSR-II Program.
July 1980,
35 p.
Identifying Number(s): UCB/EERC-80/24
Keywords: Dynamic response; User needs; Earthquake engineering; Earthquakes; ANSR 2 computer program; Piping systems; Displacement; Constraining; Stiffness methods
Earthquake Design Criteria for Water Supply and Wastewater Systems.
National Science Foundation, Washington, DC.,
September 1981,
492 p.
Keywords: Sewage treatment plants; Failure; Sewers; Damage assessment; Earthquake resistant structures; Waste water; Building codes; Earthquakes; Soils; Water pipelines; Sewage treatment; Water supply; Site surveys; Design criteria; Displacement; Planning; Geological faults
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
Kamiyama, M.; O'Rourke, M. J.; Flores-Berrones, R.
Semi-Empirical Analysis of Strong-Motion Peaks in Terms of Seismic Source, Propagation Path and Local Site Conditions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany.,
September 9, 1992,
168 p.
Identifying Number(s): NCEER-92-0023
Keywords: ; Mexico; Ground motion; Regression analysis; Velocity measurement; Earthquake engineering; Sites; Soil pressure; Earthquakes; Comparison; Strains; Magnitude; Displacement; Wave propagation; Mathematical models; Seismology; Accelerometers; United States; Seismic waves
O'Connor, D. N.; Saiidi, M.; Maragakis, E. A.
Effect of Hinge Restrainers on the Response of the Madrone Drive Undercrossing during the Loma Prieta Earthquake.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City.,
February 1993,
112 p.
Identifying Number(s): CCEER-92-9
Keywords: Earthquake damage; Bending; Dynamic response; Reinforcement (Structures); Earthquake engineering; Highway bridges; Earthquakes; Finite element method; Loma Prieta Earthquake; Stiffness; Moments; Displacement; Structural members; Computerized simulation; Deformation; Dynamic structural analysis
Phan, L. T.; Cheok, G. S.; Todd, D. R.
Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening with Infill Walls.
May 1995,
62 p.
Identifying Number(s): NISTIR-5682
Keywords: Dynamic response; Design analysis; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Structural design; Frames; Reinforced concrete; Structural failure; Infilled walls; Displacement; Design criteria; Concrete structures; Structural analysis; Shear strength
Constantinou, M. C.; Kartoum, A.; Reinhorn, A. M.; Bradford, P.
Experimental and Theoretical Study of a Sliding Isolation System for Bridges.
State Univ. of New York at Buffalo. Dept. of Civil Engineering.; National Science Foundation, Washington, DC.,
November 15, 1991,
222 p.
Identifying Number(s): NCEER-91-0027
Keywords: ; Dynamic response; Bearings; Vibration isolators; Earthquake engineering; Earthquakes; Structural vibration; Vibration damping; Displacement; Structural analysis; Bridges (Structures); Energy dissipation