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: ; Floors; Performance evaluation; Grout; Reinforcing steels; Masonry; Test methods; Roofs; Earthquake resistance buildings; Joints (Junctions); Walls; Diagrams; Photographs; Design criteria; Construction; Precast concrete; Concrete blocks; Deformation; Shear stress; Reinforced concretes; Compressive strength
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; Failure; Computer programming; Earthquake resistant buildings; Masonry; Loads (Forces); Test methods; Instrumentation; Flexural strength; Reinforced concrete; Walls; Strain measurement; Structural members; Design criteria; Construction; Axial stress; Mathematical models; Coupled walls; Deformation; Shear stress; Cantilever walls
Bett, 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: Tests; Earthquake engineering; Reinforced concrete; Columns (Supports); Concrete structures; Cyclic loads; Maintenance
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: Grout; Computer programs; Earthquake resistant structures; Earthquake engineering; Reinforced concrete; ANSRI computer program; Concrete construction; Columns (Supports); Infilled frames; Cyclic loads; Shear stress; Framed structures