Minnetyan, L.; Batson, G. B.
Steel Fibrous Concrete Under Seismic Loading.
January 1984,
9 p.
Keywords: Component Reports; Earthquake resistant structures; Reinforcement (Structures); Loads (Forces); Cracking (Fracturing); Earthquake engineering; Steel fibers; Reinforced concrete; Stiffness; Structural mechanics; Seismology; Seismic excitation
Sivaselvan, M. V.; Reinhorn, A. M.
Hysteretic Models for Cyclic Behavior of Deteriorating Inelastic Structures.
National Science Foundation, Arlington, VA.,
November 5, 1999,
138 p.
Identifying Number(s): MCEER-99-0018
Keywords: ; Computer programs; Earthquake engineering; Hysteresis; Seismic design; Stiffness; Mathematical models; Structural analysis; Cyclic loads
Celik, O. C.; Berman, J. W.; Bruneau, M.
Cyclic Testing of Braces Laterally Restrained by Steel Studs to Enhance Performance During Earthquakes.
National Science Foundation, Arlington, VA.,
March 16, 2004,
256 p.
Identifying Number(s): MCEER-04-0003
Keywords: Braces; Energy dissipation; Ductility; Literature review; Studs; Earthquake engineering; Earthquakes; Mechanical properties; Cold formed steel studs; Braced steel infills; Stiffness; Performance; Displacement; Strength (Mechanics); Hysteretic behavior; Steel frames; Cyclic tests
Saiidi, M.; Orie, D.; Douglas, B.
Micro-CAD System for Seismic Design of Regular Highway Bridges.
National Science Foundation, Washington, DC. Directorate for Engineering.,
June 1988,
165 p.
Identifying Number(s): CCEER-88-2
Keywords: Computer programs; Earthquake engineering; Earthquake resistant structures; Stress analysis; Highway bridges; Structural design; Mechanical properties; Bridge piers; Flexural strength; Stiffness; Elasticity; Dynamic structural analysis
Hejal, R.; Chopra, A. K.
Earthquake Response of Torsionally-Coupled Buildings.
National Science Foundation, Washington, DC.,
December 1987,
354 p.
Identifying Number(s): UCB/EERC-87/20
Keywords: Earthquake engineering; Lateral pressure; Static structural analysis; Stiffness; Elastic analysis; Response spectra; Eccentricity; Framed structures; Shear modulus
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
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
He, L.; Priestley, M. J. N.
Seismic Behavior of Flanged Masonry Shear Walls. Final Report.
National Science Foundation, Washington, DC.,
November 1992,
295 p.
Identifying Number(s): REPT-4.1-2
Keywords: Dynamic response; Earthquake damage; Dynamic structural analysis; Flanged masonry walls; Reinforcement (Structures); Computer programs; Loads (Forces); Masonry; Earthquake engineering; Matrices (Mathematics); Mechanical properties; Flexural strength; Test facilities; Walls; Stiffness; Moments; Seismic effects; Strains; Mathematical models; Tables (Data); Ductility
Hart, G. C.; Englekirk, R. E.; Jaw, J. W.; Srinivasan, M.; Huang, S. C.
Seismic Performance Study, RCJ Hotel.
National Science Foundation, Washington, DC.,
February 1992,
58 p.
Identifying Number(s): REPT-2.1-10
Keywords: ; Floors; Performance evaluation; Tests; Earthquake resistant structures; Masonry; Commercial buildings; Comparison; Roofs; Walls; Stiffness; Design criteria; Precast concrete; Recommendations; Mathematical models; Standards