NEHRP Clearinghouse
displaying 21 - 28 results in total 28
Mosalam, K. M.; White, R. N.; Gergely, P.
Seismic Evaluation of Frames with Infill Walls Using Quasi-Static Experiments.
National Science Foundation, Arlington, VA., December 31, 1997, 114 p.
Identifying Number(s): NCEER-97-0019
Keywords: ; Masonry; Seismic design; Cracking (Fracturing); Framed structures; Steel structures; Walls; Buildings; Earthquake engineering; Shear stress; Cyclic loadsFattal, S. G.; Todd, D. R.
Ultimate Strength of Masonry Shear Walls: Predictions versus Test Results.
October 1991, 48 p.
Identifying Number(s): NISTIR-4633
Keywords: ; Masonry; Earthquake resistant structures; Mathematical models; Walls; Design standards; Earthquake engineering; Shear stress; Ultimate strength; Loads (Forces); Building codes; Structural analysisFattal, S. G.
Effect of Critical Parameters on the Behavior of Partially-Grouted Masonry Shear Walls under Lateral Loads.
June 1993, 50 p.
Identifying Number(s): NISTIR-5116
Keywords: ; Masonry; Seismic design; Research management; Walls; Design standards; Earthquake engineering; Shear stress; Ultimate strength; Loads (Forces); Building codes; Lateral pressureShultz, A. E.
NIST Research Program on the Seismic Resistance of Partially-Grouted Masonry Shear Walls.
June 1994, 116 p.
Identifying Number(s): NISTIR-5481
Keywords: ; Masonry; Seismic design; Walls; Buildings; Earthquake engineering; Shear stress; Cyclic loads; TestsIdriss, I. M.
Assessment of Site Response Analysis Procedures.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., July 1993, 156 p.
Keywords: Loma Prieta Earthquake; Seismic waves; Shear stress; Yerba Buena Island; San Francisco (California); Soil-structure interactions; Soil dynamics; Seismographs; Seismic velocity; Shear strain; Soil mechanics; Treasure Island Naval Station; California; Subsurface investigations; San Francisco Airport; Site characterization; Seismic response; Seismic effects; Seismological station; Spectrum analysis; Ground motion; Shear waves; AccelerometersHwang, 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 beamsShing, P. B.; Cao, L.
Analysis of Partially Grouted Masonry Shear Walls.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., March 1997, 46 p.
Keywords: ; Masonry; Seismic design; Walls; Finite element analysis; Earthquake engineering; Shear stressHwang, H.; Lee, C. S.; Ng, K. W.
Soil Effects on Earthquake Ground Motions in the Memphis Area.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., August 2, 1990, 108 p.
Keywords: Shelby County (Tennessee); Earth movements; Amplification; Dynamic response; Shear stress; Soil properties; Soil profiles; Memphis (Tennessee); Soil mechanics; Earthquakes