NEHRP Clearinghouse
displaying 1631 - 1640 results in total 2187
Straw, D. L.; Saiidi, M.; O'Connor, D. N.
Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
National Science Foundation, Washington, DC., March 1992, 47 p.
Identifying Number(s): CCEER-92-1
Keywords: ; Reinforced concrete; Deformation; Hinges; Structural vibration; Seismic waves; Reinforcing steels; Model tests; Dynamic response; Earthquake damage; Earthquake engineering; Shear properties; Bridge piers; Displacement; Cyclic loads; Computer programs; Loads (Forces); Structural membersPhilleo, P. R.; Abrams, D. P.
Scale Relationships of Concrete Beam-Column Joints.
National Science Foundation, Washington, DC., February 1984, 99 p.
Identifying Number(s): STRUCTURAL RESEARCH SER-8301
Keywords: Predictions; Beams (Supports); Reinforced concrete; Columns (Supports); Dynamic response; Earthquake engineering; Joints (Junctions); Scale (Ratio); Tests; Loads (Forces); Structural analysisBedell, R. J.; Abrams, D. P.
Scale Relationships of Concrete Columns.
National Science Foundation, Washington, DC., January 1983, 142 p.
Identifying Number(s): STRUCTURAL RESEARCH SER-8302
Keywords: Earthquake resistant structures; Reinforced concrete; Dynamic response; Buildings; Earthquake engineering; Ground motion; Dynamic structural analysis; Computer programs; Concrete construction; Lateral pressureScenarios of Buildings in Given Earthquake Damage States - December 7, 1972 (Subject to Periodic Revision). MIT Civil Engineering Boston Quake Project.
National Science Foundation, Washington, DC. Engineering and Applied Science., December 1972, 14 p.
Keywords: Damage assessment; Scenarios; Dynamic response; Buildings; Destruction; Accidents; Injuries; Earthquakes; Dynamic structural analysisAckroyd, M.
Scenarios of Buildings in Given Earthquake Damage States, Revision 1. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., February 6, 1973, 20 p.
Identifying Number(s): INTERNAL STUDY-29
Keywords: Damage assessment; California; Scenarios; Dynamic response; Buildings; Earthquake engineering; Destruction; Accidents; Los Angeles (California); Injuries; Earthquakes; Dynamic structural analysisSigaher-Boyle, A. N.; Constantinou, M. C.
Scissor-Jack-Damper Energy Dissipation System.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY., December 1, 2004, 264 p.
Keywords: Testing; Design; Damping; Buildings; Energy dissipation; Displacement; Velocity; Scissor-jack-damper system; Structural membersSecond-Year Program in Research, Education and Technology Transfer, September 1, 1987-August 31, 1988.
National Science Foundation, Washington, DC., March 8, 1988, 66 p.
Identifying Number(s): NCEER-87-0028
Keywords: Structural engineering; Technology transfer; Research projects; Earthquake resistant structuresSeimographic Networks: Problems and Outlook for the 1980s.
National Science Foundation, Washington, DC.; Geological Survey, Reston, VA.; Federal Emergency Management Agency, Washington, DC.; Department of Energy, Washington, DC., April 1983, 80 p.
Keywords: Technology assessment; Networks; Global networks; Seismic arrays; Federal assistance programs; Questionnaires; Data acquisition; Earthquake engineering; Seismological stations; Management planningSeismic '77: UCLA Contributions to the Sixth World Conference on Earthquake Engineering.
National Science Foundation, Washington, DC. Engineering and Applied Science., January 1977, 59 p.
Identifying Number(s): UCLA/ENG-7683
Keywords: Surface waves; Earthquake resistant structures; Earth movements; Ground motion; Earthquake engineering; Dynamic structural analysis; Buildings; Meetings; Liquefaction (Soils); Soil properties; Transfer functions; Earthquakes; Geological faultsFishman, K. L.; Richards, R.
Seismic Analysis and Design of Bridge Abutments Considering Sliding and Rotation.
Federal Highway Administration, Albany, NY. New York Div., September 15, 1997, 100 p.
Identifying Number(s): NCEER-97-0009
Keywords: Seismic design; Rotation; Deformation; Equations of motion; Displacement; Soil-structure interactions; Tilting; Translational motion; Load bearing capacity; Computerized simulation; Shaking table tests; Algorithms; Retaining walls; Sliding; Bridge decks; Highway bridges; Bridge design; Bridge abutments; Failure mode analysis; Ground motion; Earthquake engineering; Dynamic structural analysis