Mostafa, K.; Sanders, D.; Saiidi, M. S.
Impact of Aspect Ratio on Two-Column Bent Seismic Performance.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.,
March 2004,
594 p.
Identifying Number(s): CCEER-04-03
Keywords: ; Hinges; Performance evaluation; Static loads; Loads (Forces); Earthquakes; Joints (Junctions); Beam tests; Seismic effects; Impact; Design criteria; Columns (Supports); Concrete structures; Bridges (Structures)
Reinhorn, A. M.; Li, C.; Constantinou, M. C.
Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping. Part 1. Fluid Viscous Damping Devices.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany.,
January 3, 1995,
179 p.
Identifying Number(s): NCEER-95-0001
Keywords: ; Buildings; Earthquake engineering; Loads (Forces); Reinforced concrete; Viscous damping; Shaking; Displacement; Soil mechanics; Mathematical models; Dynamic structural analysis
Cattaneo, L.; Harris, J. R.; Reinhold, T. A.; Simiu, E.; Yancey, C. W. C.
Wind, Earthquake, Snow, and Hail Loads on Solar Collectors.
Department of Energy, Washington, DC.,
January 1981,
97 p.
Identifying Number(s): NBSIR-81-2199
Keywords: Wind (Meteorology); Field tests; Performance evaluation; Snow; Loads (Forces); Earthquakes; Structural engineering; Snowfall; Solar collectors; Hail; Flat plate collectors
Kircher, C. A.; Lashkari, B.
Statistical Evaluation of Nonlinear Response of Seismic Isolation Systems. Volume 1.
National Science Foundation, Washington, DC. Directorate for Engineering.,
June 30, 1989,
285 p.
Identifying Number(s): JBA-109-070
Keywords: Dynamic response; Damping; Building codes; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Hysteresis; Structural design; Mechanical properties; Structural engineering; Tables (Data); Dynamic structural analysis
Ho, I. K.; Aktan, A. E.
Linearized Identification of Buildings with Cores for Seismic Vulnerability Assessment.
National Science Foundation, Washington, DC.,
November 1, 1989,
132 p.
Identifying Number(s): NCEER-89-0041
Keywords: ETABS model; Seismic risk; Seismic waves; Buildings; Dynamic response; Earthquake engineering; Vulnerability; Loads (Forces); Soil-structure interactions; Finite element analysis; Kinematics; Linear systems; Deformation; SUPER-ETABS computer program; Dynamic structural analysis
Griffith, M. C.; Kelly, J. M.; Coveney, V. A.; Koh, C. G.
Experimental Evaluation of Seismic Isolation of Medium-Rise Structures Subject to Uplift.
National Science Foundation, Washington, DC.,
January 1988,
181 p.
Identifying Number(s): UCB/EERC-88/02
Keywords: ; Buildings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Bearings; Simulators; Structural vibration; Earthquakes; Loads (Forces); Vibration damping; Columns (Supports)
Miranda, E.; Bertero, V. V.
Evaluation of the Seismic Performance of a Ten-Story RC Building during the Whittier Narrows Earthquake.
National Science Foundation, Washington, DC.; California Div. of Mines and Geology, Sacramento.; Kajima Inst. of Construction Technology, Tokyo (Japan).,
October 1991,
112 p.
Identifying Number(s): UCB/EERC-91/10
Keywords: Soil-structure interactions; Earth movements; Structural members; Elastic analysis; Fourier transformation; Earthquake damage; Ductility; Building codes; Earthquake engineering; Reinforced concrete; Seismic effects; Displacement; Spectrum analysis; California; Framed structures; Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Loads (Forces); Structural vibration; Whittier Narrows Earthquake; Concrete structures
Blondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 3. Walls No. 8, 9, 10, and 11 (Group 2).
National Science Foundation, Washington, DC.,
April 1991,
309 p.
Identifying Number(s): REPT-3.2(B2)-VOL-3
Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry
Blondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 4. Walls No. 3, 5 and 7 (Group 3).
National Science Foundation, Washington, DC.,
April 1991,
255 p.
Identifying Number(s): REPT-3.2(B2)-VOL-4
Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry
Kariotis, J. C.; Waqfi, O. M.
Trial Designs Made in Accordance with Tentative Limit States Design Standards for Reinforced Masonry Buildings.
National Science Foundation, Washington, DC.,
February 1992,
242 p.
Identifying Number(s): REPT-9.1-2
Keywords: ; Earthquake damage; Damping; Buildings; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Masonry; Structural design; Mechanical properties; Walls; Stiffness; Structural members; Moments; Displacement; Earth movements; Seismic effects; Design standards; Mathematical models; Deformation