NEHRP Clearinghouse
displaying 301 - 310 results in total 423
Ewing, R. D.; Johnson, A. W.; Kariotis, J. C.
Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: The Methodology (Revised).
National Science Foundation, Washington, DC., January 1984, 208 p.
Identifying Number(s): ABK-TR-08
Keywords: Masonry; Methodology; Earthquake resistant structures; Seismic waves; Seismic risk; Buildings; Earthquake engineering; Ground motion; Hazards; Earthquakes; Dynamic structural analysisBritz, K. I.; Libby, L.; Hadinata, E.
Integration of Seismic Design Principles into Preliminary Architectural Design: Appendices.
National Science Foundation, Washington, DC., January 1981, 203 p.
Keywords: Seismic design; Earthquake resistant structures; Geological faults; Earth movements; Earthquake damage; Structural design; Ground motion; Earthquake engineering; Buildings; Dynamic response; Design standards; Tsunamis; Building codes; Dynamic structural analysisCifuentes, A. O.
System Identification of Hysteretic Structures.
National Science Foundation, Washington, DC., January 1985, 170 p.
Identifying Number(s): EERL-84-04
Keywords: Reinforced concrete; Seismic waves; Algorithms; Mathematical models; Dynamic response; Buildings; Earthquake engineering; Ground motion; System identification; Theses; Earthquakes; Dynamic structural analysisSmith, K. S.
Stochastic Analysis of the Seismic Response of Secondary Systems.
National Science Foundation, Washington, DC., January 1985, 179 p.
Identifying Number(s): EERL-85-01
Keywords: Structures; Seismic waves; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Theses; Displacement; Stochastic processes; Equipment; Interactions; Earthquakes; Dynamic structural analysisWilson, J. C.
Analysis of the Observed Earthquake Response of a Multiple Span Bridge.
National Science Foundation, Washington, DC., January 1984, 171 p.
Identifying Number(s): EERL-84-01
Keywords: San Juan Bautista Bridge; Seismic waves; Steel structures; California; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Highway bridges; Superstructures; Soil structure interactions; Girder bridges; Earthquakes; Dynamic structural analysisJeong, G. D.
Cumulative Damage of Structures Subjected to Response Spectrum Consistent Random Processes.
National Science Foundation, Washington, DC., January 1985, 121 p.
Identifying Number(s): EERL-85-03
Keywords: Random processes; Earthquake resistant structures; Reinforced concrete; Steel structures; Mathematical models; Earthquake damage; Dynamic response; Ground motion; Earthquake engineering; Concrete structures; Structural design; Theses; Cyclic loads; Durability; Dynamic structural analysisLin, J.; Mahin, S. A.
Effect of Inelastic Behavior on the Analysis and Design of Earthquake Resistant Structures.
National Science Foundation, Washington, DC., June 1985, 164 p.
Identifying Number(s): UCB/EERC-85/08
Keywords: Evaluation; Earthquake resistant structures; Viscosity; Design; Damage; Damping; Ground motion; Earthquake engineering; Elastic propertiesFok, K. L.; Chopra, A. K.
Earthquake Analysis and Response of Concrete Arch Dams.
National Science Foundation, Washington, DC., July 1985, 216 p.
Identifying Number(s): UCB/EERC-85/07
Keywords: Design; Seismic waves; Arch dams; Ground motion; Earthquake engineering; Safety; Foundations; Concrete dams; Sediments; Dynamic structural analysisSaxena, S. K.
Siting and Geotechnical Program Focus and Directions. Report upon the Deliberations of a Workshop Held at the Illinois Institute of Technology, Chicago, Illinois on August 4-5, 1986.
National Science Foundation, Washington, DC. Directorate for Engineering., January 1986, 185 p.
Keywords: Failure; Earth movements; Ground motion; Earthquake engineering; Buildings; Hazards; Meetings; Soil dynamics; Rock mechanics; Soil mechanics; ConstructionBeck, R. T.; Beck, J. L.
Comparison between Transfer Function and Modal Minimization Methods for System Identification.
National Science Foundation, Washington, DC. Directorate for Engineering., November 1985, 72 p.
Identifying Number(s): EERL-85-06
Keywords: Ten degrees of freedom; Oscillations; Structural vibration; Modal response; Mathematical models; Damping; Parameter estimation; Ground motion; Earthquake engineering; Buildings; System identification; Resonant frequency; Optimization; Comparison; Transfer functions