NEHRP Clearinghouse

displaying 141 - 150 results in total 188

• Blondet, M.; Mayes, R. L.
  Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 2. Walls No. 4 and 6 (Group 1).
  National Science Foundation, Washington, DC., April 1991, 266 p.
  Identifying Number(s): REPT-3.2(B)-2-VOL-2
  Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis

• Blondet, M.; Mayes, R. L.
  Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 3. Walls No. 8, 9, 10, and 11 (Group 2).
  National Science Foundation, Washington, DC., April 1991, 309 p.
  Identifying Number(s): REPT-3.2(B2)-VOL-3
  Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis

• Blondet, M.; Mayes, R. L.
  Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 4. Walls No. 3, 5 and 7 (Group 3).
  National Science Foundation, Washington, DC., April 1991, 255 p.
  Identifying Number(s): REPT-3.2(B2)-VOL-4
  Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis

• He, L.; Priestley, M. J. N.
  Seismic Behavior of Flanged Masonry Shear Walls. Final Report.
  National Science Foundation, Washington, DC., November 1992, 295 p.
  Identifying Number(s): REPT-4.1-2
  Keywords: Moments; Test facilities; Tables (Data); Loads (Forces); Flanged masonry walls; Mathematical models; Ductility; Strains; Masonry; Matrices (Mathematics); Earthquake damage; Stiffness; Seismic effects; Walls; Flexural strength; Dynamic response; Earthquake engineering; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis

• Kariotis, J. C.; Waqfi, O. M.
  Trial Designs Made in Accordance with Tentative Limit States Design Standards for Reinforced Masonry Buildings.
  National Science Foundation, Washington, DC., February 1992, 242 p.
  Identifying Number(s): REPT-9.1-2
  Keywords: ; Deformation; Moments; Earth movements; Displacement; Loads (Forces); Structural members; Mathematical models; Damping; Masonry; Structural design; Earthquake damage; Buildings; Stiffness; Seismic effects; Walls; Design standards; Earthquake engineering; Reinforcement (Structures); Mechanical properties

• Atkinson, R. H.; Kingsley, G. R.
  Comparison of the Behavior of Clay and Concrete Masonry in Compression.
  National Science Foundation, Washington, DC., September 1985, 157 p.
  Identifying Number(s): REPT-1.1-1
  Keywords: ; Masonry; Compression tests; Seismic design; Stress strain diagrams; Brick structures; Design standards; Earthquake engineering; Concrete structures; Prisms; Tests; Loads (Forces)

• Kariotis, J. C.; El-Mustapha, A. M.; Ewing, R. D.
  Influence of Foundation Model on the Uplifting of Structures.
  National Science Foundation, Washington, DC., July 1988, 41 p.
  Identifying Number(s): REPT-2.3-2
  Keywords: ; Algorithms; Mathematical models; Damping; Earth movements; Earthquake damage; Dynamic response; Buildings; Degrees of freedom; Uplift pressure; Earthquake engineering; Displacement; Foundations; Loads (Forces); Soil mechanics; Dynamic structural analysis

• Leiva, G.; Klingner, R. E.
  In-Plane Seismic Resistance of Two-Story Concrete Masonry Shear Walls with Openings.
  National Science Foundation, Washington, DC., August 1991, 319 p.
  Identifying Number(s): REPT-3.1(C)-2
  Keywords: Grout; Reinforced concrete; Deformation; Shear stress; Loads (Forces); Structural members; Axial stress; Mathematical models; Cantilever walls; Masonry; Instrumentation; Strain measurement; Computer programming; Coupled walls; Earthquake resistant buildings; Design criteria; Failure; Test methods; Walls; Flexural strength; Construction

• Hamid, A. A.; Abboud, B. E.; Farah, M. W.; Hatem, M. K.; Harris, H. G.
  Response of Reinforced Block Masonry Walls to Out-of-Plane Static Loads.
  National Science Foundation, Washington, DC., September 1989, 130 p.
  Identifying Number(s): REPT-3.2(A)
  Keywords: ; Masonry; Cracking (Fracturing); Seismic design; Walls; Reinforcing steels; Earthquake engineering; Eccentrics; Loads (Forces); Lateral pressure

• Kariotis, J. C.; Johnson, A. W.
  Design of Reinforced Masonry Research Building. Phase 1.
  National Science Foundation, Washington, DC., September 1987, 60 p.
  Identifying Number(s): REPT-9.1-1
  Keywords: ; Masonry; Models; Test facilities; Walls; Structural design; Buildings; Earthquake engineering; Mechanical properties; Stiffness; Displacement; Experimental design; Loads (Forces); Reinforcement (Structures); Design criteria