Chai, Y. H.; Priestley, M. J. N.; Seible, F.
Flexural Retrofit of Circular Reinforced Bridge Columns by Steel Jacketing. COLRET: A Computer Program for Strength and Ductility Calculation.
California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA.,
October 1991,
152 p.
Identifying Number(s): UCSD/SSRP-91/05
Keywords: COLRET computer program; Ductility; Earthquake damage; Circular bodies; Computer programs; Earthquake resistant structures; Reinforcement (Structures); Highway bridge; Design analysis; Reinforcing materials; Flexural strength; Reinforced concrete; Bridge design; Deflection; Structural steels; Columns (Supports); Highway maintenance; Bridge maintenance; Buckling; Retrofitting
Black, R. G.; Wenger, W. A. B.; Popov, E. P.
Inelastic Buckling of Steel Struts under Cyclic Load Reversals.
National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC.,
October 1980,
172 p.
Identifying Number(s): UCB/EERC-80/40
Keywords: Braces; Buildings; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Structural design; Steel construction; Cyclic loads; Struts; Buckling
Shih, C. F.
Failure of Liquid Storage Tanks Due to Earthquake Excitation.
National Science Foundation, Washington, DC.,
cJanuary 1981,
215 p.
Identifying Number(s): EERL-81-04
Keywords: Dynamic response; Liquids; Theses; Earthquake engineering; Earthquake resistant structures; Earthquakes; Vibration; Soil structure interactions; Static structural analysis; Cylindrical shells; Time dependence; Storage tanks; Buckling; Mathematic models
Cheng, F. Y.; Tseng, W. H.
Dynamic Instability and Ultimate Capacity of Inelastic Systems Parametrically Excited by Earthquakes. Part I.
National Science Foundation, Washington, D.C. Div. of Advanced Environmental Research and Technology.,
August 1973,
153 p.
Identifying Number(s): ['CIVIL ENGINEERING STUDY-73-4', 'TR-1']
Keywords: Dynamic response; Plastic analysis; Computer programs; Earthquake engineering; Loads (Forces); Earthquakes; Foundations; Elastic analysis; Dynamic instability; Framed structures; Buckling; Dynamic structural analysis
Williamson, E. B.; Hjelmstad, K. D.
Dynamic Stability of Damage-Prone Inelastic Structural Systems.
National Science Foundation, Arlington, VA.,
cMay 1996,
172 p.
Identifying Number(s): ['UILU-ENG-96-2004', 'STRUCTURAL RESEARCH SER-609']
Keywords: ; Damping; Earthquake engineering; Seismic design; Numerical analysis; Stability; Buckling; Nonlinear systems; Dynamic structural analysis
Hjelmstad, K. D.; Popov, E. P.
Seismic Behavior of Active Beam Links in Eccentrically Braced Frames.
National Science Foundation, Washington, DC.,
July 1983,
178 p.
Identifying Number(s): UCB/EERC-83/15
Keywords: Dynamic response; Braces; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Earthquakes; Lateral pressure; Framed structures; Buckling; Dynamic structural analysis
Cheng, F. Y.; Oster, K. B.
Dynamic Instability and Ultimate Capacity of Inelastic Systems Parametrically Excited by Earthquakes. Part II.
National Science Foundation, Washington, D.C. Div. of Advanced Environmental Research and Technology.,
August 1976,
339 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-76-1
Keywords: Dynamic response; Plastic analysis; Computer programs; Earthquake engineering; Loads (Forces); Earthquakes; Foundations; Elastic analysis; Dynamic instability; Framed structures; Buckling; Dynamic structural analysis
O'Rourke, T. D.; Hamada, M.
Proceedings from the Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction (3rd). Held in San Francisco, California, on December 17-19, 1990.
National Science Foundation, Washington, DC.,
February 1, 1991,
657 p.
Identifying Number(s): NCEER-91-001
Keywords: ; Earthquake damage; Soil liquefaction; Earthquake resistant structures; Vibration isolators; Meetings; Earthquake engineering; Pipelines; Pile foundations; Displacement; Deformation; Buckling; Design
Carden, L. P.; Itani, A. M.; Buckle, I. G.
Seismic Performance of Steel Girder Bridge Superstructures with Ductile End Cross Frames and Seismic Isolators.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; California State Dept. of Transportation, Sacramento.; Federal Highway Administration, Washington, DC.,
January 7, 2008,
282 p.
Identifying Number(s): MCEER-08-0002
Keywords: ; Performance evaluation; Ground motion; Superstructures; Vibration isolators; Bearings; Slabs; Loads (Forces); Earthquake engineering; Seismic design; Structural design; Frames; Buckling; Girder bridges
Chai, Y. H.; Priestley, M. J. N.; Seible, F.
Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing. Experimental Studies.
California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA.,
October 1991,
172 p.
Identifying Number(s): UCSD/SSRP-91/06
Keywords: ; Flexural strength; Highway maintenance; Bridge maintenance; Ductility; Earthquake damage; Reinforcement (Structures); Structural steels; Columns (Supports); Buckling; Bending moments; Retrofitting; Earthquake engineering; Reinforcing materials; Reinforced concrete; Bridge design; Deflection; Circular bodies; Design analysis; Earthquake resistant structures; Highway bridges; Structural analysis