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displaying 1 - 5 results in total 5
['Hegemier, 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; Earthquakes['Hegemier, 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['Hegemier, G. A.', 'Arya, S. K.', 'Nunn, R. O.', 'Miller, M. E.', 'Anvar, A.']
A Major Study of Concrete Masonry Under Seismic-Type Loading. Earthquake Response and Damage Prediction of Reinforced Concrete Masonry Multistory Buildings.
National Science Foundation, Washington, DC. Engineering and Applied Science., January 1978, 123 p.
Identifying Number(s): UCSD/AMES/TR-77/002
Keywords: Masonry; Seismic design; Earthquake resistant structures; Biaxial stresses; Shear properties; Buildings; Earthquake engineering; Concrete construction; Earthquakes; Dynamic structural analysis['Igarashi, A.', 'Seible, F.', 'Hegemier, G. A.']
Development of the Generated Sequential Displacement Procedure and the Simulated Seismic Testing of the TCCMAR 3-Story In-Plane Walls.
National Science Foundation, Arlington, VA., June 1993, 118 p.
Keywords: Deformation; Moments; Displacement; International cooperation; Loads (Forces); Damage assessment; Structural gailure; Structural vibrations; Masonry; Earthquake resistant structures; Algorithms; Earthquake damage; Buildings; Japan; USA; Walls; Degrees of freedom; Dynamic response; Earthquake engineering; Masonry buildings; Generated Sequential Displacement Test Method; Dynamic structural analysis['Seible, F.', 'Hegemier, G. A.', 'Priestley, M. J. N.', 'Kingsley, G. R.', 'Kurkchubasche, A. G.', 'Igarashi, A.']
U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report.
National Science Foundation, Arlington, VA., October 1992, 68 p.
Keywords: Construction materials; Displacement; International cooperation; Damage assessment; Concrete slabs; Ductility; Masonry; Earthquake resistant structures; Structural vibration; Structural failure; Earthquake damage; Buildings; Structural design criteria; Cracks; Japan; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Reinforcement (Structures)