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 propertiesHart, 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 criteriaKariotis, 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 strengthButton, 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 analysisMerryman, 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); ConstructionLeiva, 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; ConstructionHamid, 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 pressureHart, 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 pressureKariotis, 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 criteriaTena-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)