NEHRP Clearinghouse

displaying 101 - 110 results in total 135

• ['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

• ['Hart, G. C.', 'Englekirk, R. E.', 'Jaw, J. W.', 'Srinivasan, M.', 'Huang, S. C.']
  Seismic Performance Study, RCJ Hotel.
  National Science Foundation, Washington, DC., February 1992, 58 p.
  Identifying Number(s): REPT-2.1-10
  Keywords: ; Masonry; Floors; Earthquake resistant structures; Standards; Precast concrete; Roofs; Mathematical models; Walls; Performance evaluation; Stiffness; Recommendations; Comparison; Tests; Commercial buildings; Design criteria

• ['Kariotis, J. C.', 'Waqfi, O. M.']
  Recommended Procedure for Calculation of the Balanced Reinforcement Ratio.
  National Science Foundation, Washington, DC., February 1992, 74 p.
  Identifying Number(s): REPT-2.3-7
  Keywords: ; Masonry; Seismic design; Reinforced concrete; Mathematical models; Walls; Flexural strength; Reinforcing steels; Earthquake engineering; Shear strength; Compressive strength

• ['Button, M. R.', 'Mayes, R. L.']
  Out-of-Plane Seismic Response of Reinforced Masonry Walls: Correlation of Full-Scale Test and Analytical Model Results.
  National Science Foundation, Washington, DC., March 1991, 72 p.
  Identifying Number(s): REPT-2.4(B)-1
  Keywords: Masonry; Seismic design; Compression tests; UJNR (U.S. - Japan Natural Resources Development Program); Walls; Concrete blocks; Earthquake engineering; Bricks; Reinforcement; Tests; Dynamic structural analysis

• ['Merryman, K. M.', 'Leiva, G.', 'Antrobus, N.', 'Klingner, R. E.']
  In-Plane Seismic Resistance of Two-Story Concrete Masonry Coupled Shear Walls.
  National Science Foundation, Washington, DC., May 1990, 190 p.
  Identifying Number(s): REPT-3.1(C)-1
  Keywords: ; Grout; Earthquake resistance buildings; Deformation; Shear stress; Reinforced concretes; Performance evaluation; Diagrams; Masonry; Reinforcing steels; Concrete blocks; Design criteria; Compressive strength; Floors; Photographs; Precast concrete; Roofs; Test methods; Walls; Joints (Junctions); Construction

• ['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

• ['Hart, G. C.', 'Zorapapel, G. T.']
  Reliability of Concrete Masonry Wall Structures.
  National Science Foundation, Washington, DC., December 1991, 232 p.
  Identifying Number(s): REPT-8.2-1
  Keywords: ; Masonry; Seismic design; Axial stress; Research management; Walls; Concrete structures; Earthquake engineering; Reliability; 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

• ['Tena-Colunga, A.', 'Abrams, D. P.']
  Response of an Instrumented Masonry Shear Wall Building with Flexible Diaphragms during the Loma Prieta Earthquake.
  National Science Foundation, Washington, DC., December 1992, 112 p.
  Identifying Number(s): UILU-ENG-92-2025
  Keywords: Masonry; Walls; Dynamic response; Palo Alto (California); Loma Prieta earthquake; Earthquake engineering; Shear strength; Office buildings; Diaphragms (Mechanics)