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Krishnamoorthy, G.; Ho, C. H.; Nunn, R.
Earthquake Response and Damage Prediction of Reinforced Concrete Masonry Multistory Buildings: Modification of NONSAP for Kinematic Input.
National Science Foundation, Washington, D.C. Research Applied to National Needs., August 1975, 33 p.
Identifying Number(s): AMES-NSF-TR-75-3
Keywords: Earthquake resistant structures; Reinforced concrete; Kinematics; NONSAP computer program; Numerical integration; Finite element analysis; Buildings; Dynamic response; Computer programming; Earthquakes; Dynamic structural analysisHegemier, G. A.; Krishnamoorthy, G.; Nunn, R. O.
An Experimental Study of Concrete Masonry Under Seismic-Type Loading.
National Science Foundation, Washington, DC. Applied Science and Research Applications., January 1975, 41 p.
Keywords: Masonry; Earthquake resistant structures; Seismic loads; Construction joints; Earth movements; Ground motion; Earthquake engineering; Cyclic loads; Concrete products; Rheological properties; Concrete construction; EarthquakesHegemier, G. A.; Krishnamoorthy, G.; Nunn, R. O.; Moorthy, T. V.
Earthquake Response and Damage Prediction of Reinforced Concrete Masonry Multistory Buildings: Prism Tests for the Compressive Strength of Concrete Masonry.
November 1977, 78 p.
Identifying Number(s): AMES-NSF-TR-77-001
Keywords: Masonry; Compression tests; Earthquake resistant structures; Dynamic response; Buildings; Prism tests; Building codes; Concrete construction; Earthquakes; Dynamic structural analysis