Kariotis, J. C.
Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: Categorization of Buildings.
National Science Foundation, Washington, DC.,
December 1981,
126 p.
Identifying Number(s): ABK-TR-01
Keywords: Seismic risk; Hazards; Buildings; Earthquake engineering; Earthquake resistant structures; Masonry; Structural design; Walls; Design criteria; Construction materials; Retrofitting
Ewing, R. D.; El-Mustapha, A. M.; Kariotis, J. C.
FEM/I: A Finite Element Computer Program for the Nonlinear Static Analysis of Reinforced Masonry Building Components (Revised).
National Science Foundation, Washington, DC.,
June 1990,
126 p.
Identifying Number(s): REPT-2.2-1
Keywords: Research management; Computer programs; Static tests; Earthquake engineering; Masonry; Seismic design; Finite element method; TCCMAR (Technical Coordinating Committee on Masonry Research); NEHRP (National Earthquake Hazards Reduction Program)
Kariotis, 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: ; Buildings; Reinforcement (Structures); Earthquake engineering; Models; Masonry; Loads (Forces); Structural design; Mechanical properties; Test facilities; Walls; Stiffness; Design criteria; Displacement; Experimental design
Kariotis, J. C.; Waqfi, O. M.; Ewing, R. D.
Computer Program Using Beam Elements for the Nonlinear, Dynamic Analysis of Lumped Parameter Models.
National Science Foundation, Washington, DC.,
February 1992,
96 p.
Identifying Number(s): REPT-2.3-5
Keywords: Dynamic response; LPM/II computer program; Damping; Computer programs; Earthquake engineering; Beams (Supports); Loads (Forces); Masonry; Reinforcement (Structures); Matrices (Mathematics); Mechanical properties; Equations of motion; Walls; Stiffness; Boundary conditions; Concrete; Displacement; Degrees of freedom; Algorithms; Nonlinear systems; Dynamic structural analysis
Ewing, R. D.; Johnson, A. W.; Kariotis, J. C.
Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: The Methodology (Revised).
National Science Foundation, Washington, DC.,
January 1984,
208 p.
Identifying Number(s): ABK-TR-08
Keywords: Seismic waves; Dynamic structural analysis; Ground motion; Buildings; Hazards; Earthquake engineering; Earthquake resistant structures; Masonry; Earthquakes; Methodology; Seismic risk
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: ; Earthquake damage; Damping; Buildings; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Masonry; Structural design; Mechanical properties; Walls; Stiffness; Structural members; Moments; Displacement; Earth movements; Seismic effects; Design standards; Mathematical models; Deformation
Kariotis, J. C.; El-Mustapha, A. M.; Ewing, R. D.
Influence of Foundation Model on the Uplifting of Structures.
National Science Foundation, Washington, DC.,
July 1988,
41 p.
Identifying Number(s): REPT-2.3-2
Keywords: ; Dynamic response; Earthquake damage; Buildings; Damping; Earthquake engineering; Loads (Forces); Foundations; Uplift pressure; Earth movements; Degrees of freedom; Displacement; Soil mechanics; Mathematical models; Algorithms; Dynamic structural analysis
Kariotis, J. C.; Rahman, M. A.; El-Mustapha, A. M.
Investigation of Current Seismic Design Provisions for Reinforced Masonry Shear Walls.
National Science Foundation, Washington, DC.,
January 1990,
58 p.
Identifying Number(s): REPT-2.3-3
Keywords: ; Dynamic response; Buildings; Design Standards; Earthquake engineering; Reinforcement (Structures); Masonry; Structural design; Walls; Stiffness; Earth movements; Deflection; Displacement; Seismic effects; Mathematical models; Dynamic structural analysis
Waqfi, O. M.; Kariotis, J. C.
Comparison of the Dynamic Response of a Damped MDOF Nonlinear Beam Model with an Equivalent SDOF Hysteretic Model.
National Science Foundation, Washington, DC.,
April 27, 1992,
92 p.
Identifying Number(s): REPT-2.3-6
Keywords: ; Dynamic response; Damping; Earthquake engineering; Beams (Supports); Mechanical hysteresis; Masonry; Loads (Forces); Reinforcement (Structures); Structural vibration; Mechanical properties; Walls; Stiffness; Structural members; Earth movements; Degrees of freedom; Displacement; Mathematical models; Deformation; Nonlinear systems; Energy dissipation
Kariotis, 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: ; Earthquake engineering; Reinforcing steels; Masonry; Seismic design; Flexural strength; Reinforced concrete; Walls; Mathematical models; Shear strength; Compressive strength