NEHRP Clearinghouse
displaying 1 - 4 results in total 4
Scribner, C. F.; Wight, J. K.
Delaying Shear Strength Decay in Reinforced Concrete Flexural Members Under Large Load Reversals.
National Science Foundation, Washington, DC. Applied Science and Research Applications., May 1978, 245 p.
Identifying Number(s): UMEE-78R2
Keywords: Dynamic loads; Reinforced concrete; Concrete durability; Columns (Supports); Beams (Supports); Construction joints; Shear properties; Earthquake engineering; Concrete structures; Concrete constructionHwang, 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: Earthquake resistant structures; Reinforced concrete; Loads (Forces); Dynamic response; Ground motion; Earthquake engineering; Energy dissipation; Shear stress; Theses; Cantilever beamsScribner, C. F.; Culver, C. G.
National Earthquake Engineering Experimental Facility Study. Phase One. Large Scale Testing Needs.
Federal Emergency Management Agency, Washington, DC.; National Science Foundation, Washington, DC., April 1987, 78 p.
Identifying Number(s): NBS/SP-729
Keywords: Structural engineering; Planning; Industrial plants; Test facilities; Low rise buildings; High rise buildings; Dynamic tests; Buildings; Earthquake engineering; Seismic effectsScribner, C. F.; Leyendecker, E. V.
Plan for a Design Study for a National Earthquake Engineering Experimental Facility.
Federal Emergency Management Agency, Washington, DC., October 1986, 28 p.
Identifying Number(s): NBSIR-86/3453
Keywords: US NRC; Earthquake resistant structures; Stress; Static loads; Design; Standards; Earth movements; Engineering; Rock mechanics; Building codes; Earthquakes