NEHRP Clearinghouse
displaying 871 - 880 results in
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Fleming, R. P.
Analysis of Fire Sprinkler System Performance in the Northridge Earthquake.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., January 1998, 68 p.
Keywords: Earthquake damage; Performance evaluation; Improvements; Damage assessment; Earthquake engineering; Fire hazards; Fire protection; California; Fire suppression; Northridge Earthquake; Sprinkler systemsDobry, R.; Ladd, R. S.; Yokel, F. Y.; Chung, R. M.; Powell, D.
Prediction of Pore Water Pressure Buildup and Liquefaction of Sands during Earthquakes by the Cyclic Strain Method.
July 1982, 176 p.
Identifying Number(s): NBS-BSS-138
Keywords: Pore pressure; Earthquake engineering; Sands; Earthquakes; Liquefaction (Soils); Shear strain; Cyclic loads; Seismic loads; Shear modulus; Stress strain diagrams; LiquefactionResearch Progress and Accomplishments: 1997-1999, Multidisciplinary Center for Earthquake Engineering Research.
National Science Foundation, Arlington, VA., July 1999, 134 p.
Identifying Number(s): MCEER-99-SP01
Keywords: ; Highway systems; Earthquake engineering; Earthquake resistant structures; Emergency preparedness; Earthquakes; Seismic design; Hospital buildings; Technical achievements; State planning; Research and developments; Community planning; Disaster recovery; Bridges (Structures); Accomplishments; Power systemsKusumastuti, D.; Reinhorn, A. M.; Rutenberg, A.
Versatile Experimentation Model for Study of Structures Near Collapse Applied to Seismic Evaluation of Irregular Structures.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., March 31, 2005, 283 p.
Identifying Number(s): MCEER-05-0002
Keywords: Ground motion; Buildings; Earthquake engineering; Collapse; Seismic design; Lateral pressure; Accelerograms; Irregular buildings; Hospitals; Dynamic structural responseExperimental Seismic Performance Evaluation of Isolation/Restraint Systems for Mechanical Equipment. Part I: Heavy Equipment Study.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., June 6, 2007, 178 p.
Identifying Number(s): MCEER-07-0007
Keywords: ; Performance evaluation; Earthquake engineering; HVAC systems; Refrigerators; Seismic design; Cooling and ventilating equipment; Mechanical properties; Restraints; Air conditioning equipment; Dynamic loadsShama, A. A.; Mander, J. B.; Friedland, I. M.; Allicock, D. R.
Seismic Vulnerability of Timber Bridges and Timber Substructures.
Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., June 7, 2007, 198 p.
Identifying Number(s): MCEER-07-0008
Keywords: ; Earthquake damage; Failure mode analysis; Damage assessment; Performance evaluation; Vulnerability; Pile structures; Earthquake engineering; Retrofit; Wooden structures; Substructures; Seismic effects; Strength; Modeling; Bridges; Cyclic loads; DuctilityChang, K. C.; Hwang, J. S.; Lee, G. C.
Shaking Table Study of a 1/5 Scale Steel Frame Composed of Tapered Members.
National Science Foundation, Washington, DC., September 18, 1989, 56 p.
Identifying Number(s): NCEER-89-0024
Keywords: Buildings; Earthquake engineering; Earthquake resistant structures; Rafters; Seismic design; Gable frame structures; Scale models; Shaking tables; Stress testingChopra, A. K.; Goel, R. K.
Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems.
National Science Foundation, Arlington, VA., April 1999, 80 p.
Identifying Number(s): PEER-1999/02
Keywords: ; Dynamic response; Ground motion; Buildings; Earthquake engineering; Seismic design; Numerical analysis; Displacement; DeformationHwang, T. H.; Scribner, C. F.
Effects of Variation in Load History on Cyclic Response of Concrete Flexural Members.
National Science Foundation, Washington, DC., September 1982, 254 p.
Identifying Number(s): UILU-ENG-82-2013
Keywords: Dynamic response; Energy dissipation; Ground motion; Theses; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Reinforced concrete; Shear stress; Cantilever beamsKaynia, A. M.; Kausel, E.
Dynamic Stiffness and Seismic Response of Pile Groups.
National Science Foundation, Washington, DC., January 1982, 131 p.
Identifying Number(s): MIT-CE-R82-03
Keywords: Dynamic response; Ground motion; Earthquake engineering; Pile structures; Earthquake resistant structures; Pile soil interactions; Soil properties; Pile foundations; Stiffness methods; Dynamic structural analysis