Chang, K. C.; Yao, G. C.; Lee, G. C.; Hao, D. S.; Yeh, Y. C.
Dynamic Characteristics of a Full-Size Five-Story Steel Structure and a 2/5 Scale Model.
National Science Foundation, Washington, DC.,
July 2, 1991,
105 p.
Identifying Number(s): NCEER-91-0011
Keywords: Dynamic response; Earthquake damage; Design analysis; Steel structures; Earthquake engineering; Damage assessment; Prototypes; Stress analysis; Structural vibration; Foundations; Structural members; Model tests; Vibration tests; Framed structures; Shake Table Tests; Concrete slabs
Schiff, A.
Guide to Improved Earthquake Performance of Electric Power Systems.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD.; National Science Foundation, Arlington, VA.,
September 1998,
328 p.
Keywords: ; Electric power distribution; Design analysis; Earthquake engineering; Vulnerability; Electric power systems; Substations; Seismic design; Electric power production; Communication sysltems; Facilities management; Seismic effects; Electric power plants; Operation and maintenance; Electric utilities; Electric power generation; Control systems; Dynamic structural analysis
Cooper, T. W.
Study of the Performance of Petroleum Storage Tanks during Earthquakes, 1933-1995.
June 1997,
118 p.
Identifying Number(s): NIST/GCR-97/720
Keywords: ; Earthquake damage; Performance evaluation; Damage assessment; Design analysis; Earthquake engineering; Soil structure interactions; Seismic effects; Storage tanks; Petroleum industry
El-Attar, A. G.; White, R. N.; Gergely, P.
Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building.
National Science Foundation, Washington, DC.; National Center for Earthquake Engineering Research, Buffalo, NY.,
February 28, 1991,
175 p.
Keywords: Dynamic response; Design analysis; Buildings; Earthquake engineering; Loads (Forces); Structural vibration; Reinforced concrete; Test facilities; Structural members; Displacement; Model tests; Concrete structures; Vibration tests; Structural analysis; Shake Table Tests; Bending moments
Planning Seismic Rehabilitation: Societal Issues.
Federal Emergency Management Agency, Washington, DC.,
March 1998,
116 p.
Keywords: ; Earthquake resistance; Earthquake damage; Buildings; Design analysis; Earthquake engineering; Dynamic structural analysis; Seismic design; Soil-structure interactions; Seismic effects; Infrastructure; US FEMA; Construction; Planning; Social factors; Economic factors; Retrofitting
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
Sadek, F.; Mohraz, B.; Lew, H. S.
Single and Multiple Tuned Liquid Column Dampers for Seismic Applications.
November 1996,
43 p.
Identifying Number(s): NISTIR-5920
Keywords: Dynamic response; Earthquake resistance; Liquid column dampers; Design analysis; Passive systems; Ground motion; Dynamic structural analysis; Loads (Forces); Tuning; Structural vibration; Performance evaluation; Earthquake engineering; Vibration damping; Acceleration; Energy absorption; Structural response; Seismic effects; Degrees of freedom; Energy dissipation
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
Phan, L. T.; Cheok, G. S.; Todd, D. R.
Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening with Infill Walls.
May 1995,
62 p.
Identifying Number(s): NISTIR-5682
Keywords: Dynamic response; Design analysis; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Structural design; Frames; Reinforced concrete; Structural failure; Infilled walls; Displacement; Design criteria; Concrete structures; Structural analysis; Shear strength
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