NEHRP Clearinghouse
displaying 1 - 4 results in total 4
Klingner, R. E.; Bertero, V. V.
Infilled Frames in Earthquake-Resistant Construction.
National Science Foundation, Washington, D.C., December 1976, 292 p.
Identifying Number(s): EERC-76-32
Keywords: ANSRI computer program; Grout; Earthquake resistant structures; Reinforced concrete; Framed structures; Columns (Supports); Computer programs; Earthquake engineering; Shear stress; Cyclic loads; Infilled frames; Concrete constructionBett, B. J.; Klingner, R. E.; Jirsa, J. O.
Behavior of Strengthened and Repaired Reinforced Concrete Columns under Cyclic Deformations.
National Science Foundation, Washington, DC. Directorate for Engineering., December 1985, 84 p.
Identifying Number(s): PMSFEL-85-3
Keywords: Maintenance; Reinforced concrete; Columns (Supports); Earthquake engineering; Concrete structures; Cyclic loads; TestsMerryman, 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; Construction