Atkinson, R. H.; Kingsley, G. R.
Comparison of the Behavior of Clay and Concrete Masonry in Compression.
National Science Foundation, Washington, DC.,
September 1985,
157 p.
Identifying Number(s): REPT-1.1-1
Keywords: ; Compression tests; Prisms; Tests; Earthquake engineering; Brick structures; Loads (Forces); Masonry; Seismic design; Concrete structures; Design standards; Stress strain diagrams
Hart, G. C.; Zorapapel, G. T.
Reliability of Concrete Masonry Wall Structures.
National Science Foundation, Washington, DC.,
December 1991,
232 p.
Identifying Number(s): REPT-8.2-1
Keywords: ; Reliability; Research management; Earthquake engineering; Masonry; Seismic design; Lateral pressure; Walls; Concrete structures; Axial stress
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
Somaprasad, H. R.; Toksoy, T.; Yoshiyuki, H.; Aktan, A. E.
Closed-Loop Modal Testing of a 27-Story Reinforced Concrete Flat Plate-Core Building.
National Science Foundation, Washington, DC.,
July 15, 1991,
148 p.
Identifying Number(s): NCEER-91-0016
Keywords: Dynamic response; Signal processing; Buildings; Earthquake engineering; Data acquisition; Loads (Forces); Structural vibration; Foundations; Reinforced concrete; Vibration damping; Concrete structures; Resonant frequency; Structural analysis; Algorithms; Closed loop modal tests
El-Attar, A. G.; White, R. N.; Gergely, P.
Shake Table Test of a 1/6 Scale Two-Story Lightly Reinforced Concrete Building.
National Science Foundation, Washington, DC.,
February 28, 1991,
107 p.
Identifying Number(s): NCEER-91-0017
Keywords: Dynamic response; Shake table tests; Buildings; Reinforcement (Structures); Earthquake engineering; Structural vibration; Earthquakes; Reinforced concrete; Test facilities; Stiffness; Model tests; Concrete structures; Deformation; Structural analysis
Evaluation of the Seismic Performance of a Thirty-Story RC Building.
National Science Foundation, Washington, DC.; California Universities for Research in Earthquake Engineering, Richmond.,
July 1991,
260 p.
Identifying Number(s): UCB/EERC-91/16
Keywords: Soil-structure interactions; Earth movements; Structural members; Elastic analysis; Fourier transformation; Earthquake damage; Ductility; Building codes; Earthquake engineering; Reinforced concrete; Loma Prieta Earthquake; Seismic effects; Displacement; Spectrum analysis; California; Framed structures; Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Loads (Forces); Structural vibration; Concrete structures
Bracci, 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: ; Dynamic response; Seismic waves; Ground motion; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Structural design; Reinforced concrete; Seismic effects; Elastic analysis; Concrete structures; Framed structures; Dynamic structural analysis
Nada, H.; Sanders, D.; Saiidi, M. S.
Seismic Performance of RC Bridge Frames with Architectural-Flared Columns.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.,
January 2003,
498 p.
Identifying Number(s): CCEER-03-03
Keywords: ; Plastic hinges; Earthquake engineering; Structural flares; Loads (Forces); Seismic design; Reinforced concrete; Bridge supports; Finite element method; Seismic effects; Columns (Supports); California; Concrete structures; Shear stress
Aktan, A. E.; Miller, R.; Shahrooz, B.; Zwick, M.; Heckenmueller, M.; Ho, I.; Hrinko, W.; Toksoy, T.
Nondestructive and Destructive Testing of a Reinforced Concrete Slab Bridge and Associated Analytical Studies.
Federal Highway Administration, Washington, DC.; Ohio Dept. of Transportation, Columbus.; National Science Foundation, Washington, DC.,
December 1992,
350 p.
Identifying Number(s): UC-CII-92-02
Keywords: ; Bridge inspection; Loads (Forces); Reinforced concrete; Finite element analysis; Destructive tests; Nonlinear analysis; Moments; Bridge tests; Concrete structures; Bridge failures; Structural analysis; Bridge maintenance; Load bearing tests; Nondestructive tests
Cheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
October 1990,
110 p.
Identifying Number(s): NISTIR-4433
Keywords: ; Earthquake resistant structures; Beams (Supports); Experimental data; Joints (Junctions); Displacement; Precast concrete; Model tests; Concrete structures; Columns (Supports); Structural analysis; Cyclic loads