Hjelmstad, K. D.; Lee, S.
Lateral Buckling of Short I-Beams Under Cyclic Loading.
National Science Foundation, Washington, DC.; American Inst. of Steel Construction, Chicago, IL.,
April 1990,
154 p.
Identifying Number(s): ['STRUCTURAL RESEARCH SER-549', 'UILU-ENG-90-2001']
Keywords: ; Stress cycle; Beams (Supports); Loads (Forces); Experimental data; Test facilities; I beams; Structural engineering; Structural members; Mathematical models; Deformation; Buckling; Cyclic loads; Structural analysis; Stresses
Yanev, B.; McNiven, H. D.
Experimental Program for Studying the Dynamic Response of a Steel Frame with a Variety of Infill Partitions.
National Science Foundation, Washington, DC.,
December 1985,
77 p.
Identifying Number(s): UCB/EERC-85/16
Keywords: Earthquake damage; Dynamic response; Steel structures; Earthquake resistant structures; Structural vibration; Vibration; Frames; Experimental data; Earthquakes; Structural engineering; Structural steel; Deformation; Seismic waves
Sandler, I. S.; Daddazio, R. P.
Analysis of Earthquake Induced Slope Failures.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation.,
July 31, 1988,
24 p.
Keywords: ; Failure; Plastic analysis; Earthquakes; Landslides; Strains; Stability; Displacement; Soil mechanics; Slopes; Mathematical models; Deformation; Embankments; Seismic waves
O'Rourke, M. J.; Nordberg, C.
Longitudinal Permanent Ground Deformation Effects on Buried Continuous Pipelines.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.,
June 15, 1992,
184 p.
Keywords: Dynamic response; Earthquake damage; Earthquake engineering; Soil-pipeline interface; Pipelines; Soil-structure interactions; Strains; Earth movements; Displacement; Soil mechanics; Mathematical models; Deformation
Ettouney, M. M.; Daddazio, R. P.
Nonlinear Seismic Analysis of Reinforced Concrete Buildings. Phase 1.
National Science Foundation, Washington, DC. Small Business Innovation Research Programs.,
September 30, 1989,
42 p.
Keywords: ; Dynamic response; Buildings; Computer programs; Earthquake resistant structures; Earthquake engineering; Structural vibration; Earthquakes; Reinforced concrete; Seismic effects; Structural members; Plastic properties; Mathematical models; Deformation; Nonlinear systems; Dynamic structural analysis
Waqfi, O. M.; Kariotis, J. C.
Comparison of the Dynamic Response of a Damped MDOF Nonlinear Beam Model with an Equivalent SDOF Hysteretic Model.
National Science Foundation, Washington, DC.,
April 27, 1992,
92 p.
Identifying Number(s): REPT-2.3-6
Keywords: ; Dynamic response; Damping; Earthquake engineering; Beams (Supports); Mechanical hysteresis; Masonry; Loads (Forces); Reinforcement (Structures); Structural vibration; Mechanical properties; Walls; Stiffness; Structural members; Earth movements; Degrees of freedom; Displacement; Mathematical models; Deformation; Nonlinear systems; Energy dissipation
Chapman, M. E.; Solomon, S. C.
North American-Eurasian Plate Boundary in Northeast Asia.
June 2, 1975,
12 p.
Keywords: Reprints; Boundaries; Plate tectonics; Submarine topography; Japan; Seismology; Deformation; Tectonics; Ocean bottom; Earth movement; Lithosphere; Okhotsk Sea
Lee, K. L.
Earthquake Induced Permanent Deformations of Embankments.
National Science Foundation, Washington, D.C. Applied Science and Research Applications.,
December 1974,
192 p.
Identifying Number(s): UCLA-ENG-7498
Keywords: Ground motion; Dams; Earthquake engineering; Earthquake resistant structures; Earthquakes; Earth dams; Earth movements; Deformation; Cyclic loads; Embankments; Seismic waves
Spacone, E.; Ciampi, V.; Filippou, F. C.
Beam Element for Seismic Damage Analysis.
National Science Foundation, Arlington, VA.,
August 1992,
134 p.
Identifying Number(s): UCB/EERC-92/07
Keywords: ; Earthquake damage; Dynamic response; Numerical integration; Structural components; Earthquake engineering; Structural vibration; Finite element method; Structural engineering; Stiffness; Structural response; Structural analysis; Deformation; Nonlinear systems; Beams (Structural)
Fujikura, S.; Bruneau, M.; Lopez-Garcia, D.
Experimental Investigation of Blast Performance of Seismically Resistant Concrete-Filled Steel Tube Bridge Piers.
Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program.,
April 20, 2007,
216 p.
Identifying Number(s): MCEER-07-0005
Keywords: ; Steel structures; Blasting; Earthquake engineering; Seismic design; Investigations; Columns (Supports); Concrete structures; Bridges; Deformation