NEHRP Clearinghouse
displaying 881 - 890 results in total 1394
Pessiki, S. P.; Conley, C.; Bond, T.; Gergely, P.; White, R. N.
Reinforced Concrete Frame Component Testing Facility: Design, Construction, Instrumentation and Operation.
National Science Foundation, Washington, DC., December 16, 1988, 53 p.
Identifying Number(s): NCEER-88-0047
Keywords: Framed structures; Reinforced concrete; Beams (Supports); Columns (Supports); Earthquake engineering; Joints (Junctions); Stress analysis; Cyclic loads; Loads (Forces); Lateral pressureDuron, Z. H.
Experimental and Finite Element Studies of a Large Arch Dam.
National Science Foundation, Washington, DC., September 11, 1987, 193 p.
Identifying Number(s): EERL-87-02
Keywords: Vibration; Field tests; Loads (Forces); Arch dams; Dynamic response; Graphs (Charts); Earthquake engineering; Fluid mechanics; Compressibility; Water pressure; Dynamic structural analysisDowling, M. J.
Nonlinear Seismic Analysis of Arch Dams.
National Science Foundation, Washington, DC., September 17, 1987, 188 p.
Identifying Number(s): EERL-87-03
Keywords: Cracking (Fracturing); Deformations; Vibration; Seismic prospecting; Arch dams; Graphs (Charts); Earthquake engineering; Joints (Junctions); Static structural analysis; Loads (Forces); Dynamic structural analysisGrigoriu, M.; Ruiz, S. E.; Rosenblueth, E.
Nonstationary Models of Seismic Ground Acceleration.
National Science Foundation, Washington, DC., July 15, 1988, 54 p.
Identifying Number(s): NCEER-88-0043
Keywords: Seismic waves; Mathematical models; Ground motion; Earthquake engineering; Acceleration; Reliability; Michoacan earthquake 1985; AccelerogramsKim, W.; El-Attar, A.; White, R. N.
Small-Scale Modeling Techniques for Reinforced Concrete Structures Subjected to Seismic Loads.
National Science Foundation, Washington, DC., November 22, 1988, 87 p.
Identifying Number(s): NCEER-88-0041
Keywords: Reinforced concrete; Tensile properties; Mathematical models; Dynamic response; Earthquake engineering; Concrete structures; Strength; Stiffness; Seismic effects; Structural members; AggregatesMoser, M. A.
Response of Stick-Slip Systems to Random Seismic Excitation.
National Science Foundation, Washington, DC., January 1987, 166 p.
Identifying Number(s): EERL-86-03
Keywords: Data processing equipment; Furniture; Ground motion; Earthquake engineering; Random vibration; Office equipment; Theses; Poisson processes; Excitation; Medical equipment; Seismic effectsCai, G. Q.; Lin, Y. K.
Hysteretic Columns under Random Excitations.
National Science Foundation, Washington, DC., January 9, 1989, 42 p.
Identifying Number(s): NCEER-89-0003
Keywords: Columns (Supports); Dynamic response; Earthquake engineering; Random vibration; Energy dissipation; Excitation; Hysteresis; Cyclic loads; Mechanical properties; Dynamic structural analysisSegal, D.; Hall, W. J.
Experimental Seismic Investigation of Appendages in Structures.
National Science Foundation, Washington, DC., May 1989, 280 p.
Identifying Number(s): ['UILU-ENG-89-2002', 'STRUCTURAL RESEARCH SER-545']
Keywords: Lighting equipment; Earthquake resistant structures; Seismic effect; Vibration; Dynamic response; Ground motion; Earthquake engineering; Stresses; Elastic properties; Ductility; EarthquakesReinhorn, A. M.; Kunnath, S. K.; Panahshahi, N.
Modeling of R/C Building Structures with Flexible Floor Diaphragms (IDARC2).
National Science Foundation, Washington, DC., September 7, 1988, 129 p.
Identifying Number(s): NCEER-88-0035
Keywords: Numerical analysis; Damage assessment; Floors; Reinforced concrete; Mathematical models; Flexibility; Buildings; Earthquake engineering; Concrete structures; Diaphragms (Mechanics); Structural analysisHoLung, J. A.
Effects of Protective Cushion and Soil Compliancy on the Response of Equipment within a Seismically Excited Building.
National Science Foundation, Washington, DC., February 16, 1989, 74 p.
Identifying Number(s): NCEER-89-0001
Keywords: Protectors; Random processes; Secondary systems; Cushions; Buildings; Earthquake engineering; Soil compliancy; Soil structure interactions; Equipment; Seismic effects; Viscoelasticity