Khashaee, P.; Mohraz, B.; SAdek, F.; Lew, H. S.; Gross, J. L.
Distribution of Earthquake Input Energy in Structures.
January 2003,
98 p.
Identifying Number(s): NISTIR-6903
Keywords: ; Ground motion; Buildings; Damping; Earthquake engineering; Damage assessment; Hysteresis; Seismic design; Structural analysis; Accelerometers; Ductility
Weidlinger, P.; Ettouney, M. M.
Seismic Behavior of Flat Slab High-Rise Buildings in the New York City Area.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.,
October 15, 1988,
70 p.
Keywords: Dynamic response; Damping; Skyscrapers; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Lateral pressure; Structural design; Residential buildings; Wind pressure; Wind shear; Ductility
Cheok, G. S.; Stone, W. C.
Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.
August 1993,
38 p.
Identifying Number(s): NISTIR-5257
Keywords: ; Earthquake damage; Prestressed concrete; Buildings; Damage assessment; Earthquake engineering; Beams (Supports); Loads (Forces); Ductility; Boundary conditions; Structural members; Moments; Precast concrete; Columns (Supports); Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Energy dissipation
Wang, P. T.; Shah, S. P.; Naaman, A. E.
Complete Stress-Strain Curve of Concrete and Its Effect on Ductility of Reinforced Concrete Members.
National Science Foundation, Washington, D.C.,
October 1977,
276 p.
Identifying Number(s): 77-2
Keywords: Computer programs; Earthquake engineering; Reinforcing steels; Loads (Forces); Reinforced concrete; Nonlinear analysis; Compressive strength; Stress strain diagrams; Ductility
Rahnama, M.; Krawinkler, H.
Effects of Soft Soil and Hysteresis Model on Seismic Demands.
National Science Foundation, Arlington, VA.; Kajima Corp., Tokyo (Japan).,
July 1993,
249 p.
Keywords: ; Dynamic response; Ground motion; Hysteresis; Earthquake engineering; Earthquake resistant structures; Strain hardening; Structural design; Soil structure interactions; Stiffness; Displacement; Soil mechanics; Mathematical models; Structural analysis; Nonlinear systems; Ductility
Earthquake Engineering Research at Berkeley, 1996.
Applied Technology Council, Berkeley, CA.; Business, Transportation and Housing Agency, Sacramento, CA.; California Seismic Safety Commission, Sacramento.; Federal Emergency Management Agency, Washington, DC.,
February 1997,
256 p.
Identifying Number(s): UCB/EERC-96/01
Keywords: ; Tension; Ground motion; Design analysis; Steel structures; Earthquake engineering; Dams; Meetings; Vibration isolators; Ductility; Soil-structure interactions; Reinforced concrete; Vibration damping; Earthquake resistance structures; Design criteria; Displacement; Steel construction; Research projects; Bridges (Structures); Seismic isolation; Dynamic structural analysis
Anderson, J. C.; Bertero, V. V.
Implications of the Landers and Big Bear Earthquakes on Earthquake Resistant Design of Structures.
National Science Foundation, Arlington, VA.,
July 1997,
110 p.
Identifying Number(s): UCB/EERC-97/08
Keywords: Ground motion; Buildings; Damage assessment; Earthquake engineering; Seismic design; Soil-structure interactions; Big Bear (California); Landers (California); California; San Bernandina Mountains; Mojave desert; Ductility
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
Kunnath, S. K.; El-Bahy, A.; Taylor, A. W.; Stone, W. C.
Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, McLean, VA.; California State Dept. of Transportation, Sacramento. Office of Structures Design.,
October 1997,
142 p.
Identifying Number(s): NISTIR-6075
Keywords: ; Earthquake damage; Ductility; Damage assessment; Dynamic response; Earthquake engineering; Hysteresis; Seismic design; Reinforced concrete; Failure modes; Structural failure; Displacement; Columns (Supports); Fatigue limit; Cyclic loads; Bridges (Structures); Dynamic structural analysis
DiPasquale, E.; Cakmak, A. S.
Relation between Local and Global Damage Indices.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.,
August 15, 1989,
82 p.
Keywords: Ductility; Plastic deformation; Damage; Elastic properties; Earthquake engineering; Earthquake resistant structures; Structural design; Vibration; Stiffness; Dynamic loads; Dynamic structural analysis