Huang, Y.; Whittaker, A. S.; Luco, N.
Performance Assessment of Conventional and Base-Isolated Nuclear Power Plants for Earthquake and Blast Loadings.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.,
October 28, 2008,
400 p.
Identifying Number(s): MCEER-08-0019
Keywords: ; Performance evaluation; Ground motion; Buildings; Risk assessment; Earthquake engineering; Earthquakes; Blast effects; Nuclear power plants; Power reactors; Seismic isolation
Warn, G. P.; Whittaker, A. S.
Performance Estimates for Seismically Isolated Bridges.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC.,
December 30, 2007,
336 p.
Identifying Number(s): MCEER-07-0024
Keywords: ; Performance evaluation; Ground motion; Vibration isolators; Earthquake engineering; Seismic design; Testing; Simulation; Excitation; Brisges; Structural analysis
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
Cheok, G. S.; Lew, H. S.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2.
June 1991,
92 p.
Identifying Number(s): NISTIR-4589
Keywords: ; Failure; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Concrete construction; Precast concrete; Model tests; Concrete structures; Cyclic loads; Construction joints; Ductility
Cheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
Concrete Research Council, Detroit, MI.,
August 1993,
142 p.
Identifying Number(s): NISTIR-5246
Keywords: ; Failure; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Concrete construction; Precast concrete; Model tests; Concrete structures; Construction joints; Cyclic loads; Ductility
Cheok, G. S.; Stone, W. C.
Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.
June 1994,
74 p.
Identifying Number(s): NISTIR-5436
Keywords: ; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Stress analysis; Failure modes; Structural failure; Precast concrete; Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Compressive strength
Hachem, M. H.; Mahin, S. A.; Moehle, J. P.
Performance of Circular Reinforced Concrete Bridge Columns under Bidirectional Earthquake Loading.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program.,
February 2003,
473 p.
Identifying Number(s): ['PEER 2003/06', 'UCB/ENG-9374']
Keywords: ; Earthquake resistant structures; Reinforced concrete; Circular columns; Finite element analysis; Shaking table; Modeling; Bridges; Bidirectional loading; Experiments
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
Todd, D.; Anderson, E.; Carino, N.; Cheok, G.; Chung, R.; Gross, J.; Phan, L.; Schultz, A. E.; Shenton, H. W.; Taylor, A.; Yancey, C. W. C.
Performance of HUD-Affiliated Properties during the January 17, 1994 Northridge Earthquake.
Department of Housing and Urban Development, Washington, DC.,
August 1994,
60 p.
Identifying Number(s): NISTIR-5488
Keywords: Earthquake damage; Dynamic structural analysis; Dynamic response; Damage assessment; Performance evaluation; Southern Region (California); Multifamily housing; Structural vibration; Residential buildings; Soil structure interactions; US HUD; Seismic effects; Nonstructural damage; California; Northridge Earthquake; Structural damage
Mitchell, J. K.; Wentz, F. J.
Performance of Improved Ground during the Loma Prieta Earthquake.
National Science Foundation, Washington, DC.,
October 1991,
115 p.
Identifying Number(s): UCB/EERC-91/12
Keywords: Earthquake damage; Earthquake engineering; Earthquakes; Soil aggregates; Soil dynamics; Soil properties; Loma Prieta Earthquake; Earth movements; Soil compacting; Soil cement; Soil stabilization; Liquefaction