Ho, I. K.; Aktan, A. E.
Linearized Identification of Buildings with Cores for Seismic Vulnerability Assessment.
National Science Foundation, Washington, DC.,
November 1, 1989,
132 p.
Identifying Number(s): NCEER-89-0041
Keywords: ETABS model; Seismic risk; Seismic waves; Buildings; Dynamic response; Earthquake engineering; Vulnerability; Loads (Forces); Soil-structure interactions; Finite element analysis; Kinematics; Linear systems; Deformation; SUPER-ETABS computer program; Dynamic structural analysis
Veletsos, A. S.; Prasad, A. M.; Tang, Y.
Design Approaches for Soil-Structure Interaction.
National Science Foundation, Washington, DC.,
December 30, 1988,
50 p.
Identifying Number(s): NCEER-88-0031
Keywords: Seismic waves; Response; Damping; Superstructures; Inertia; Earthquake resistant structures; Foundations; Torsion; Soil structure; Kinematics; Design criteria; Mathematical models; Deformation; Motion
Mondkar, D. P.; Powell, G. H.
ANSR - I, General Purpose Program for Analysis of Nonlinear Structural Response.
National Science Foundation, Washington, D.C. Applied Science and Research Applications.,
December 1975,
165 p.
Identifying Number(s): EERC-75-37
Keywords: ANSR computer program; Computer programming; Dynamic response; Damping; Earthquake engineering; Earthquakes; Structural design; Numerical analysis; Equations of motion; Kinematics; Displacement; Structural analysis; Dynamic structural analysis
Methodolgy for Mitigation of Seismic Hazards in Existing Unreinforced Masonary Buildings: Wall Testing, Out-of-Plane.
National Science Foundation, Washington, DC.,
August 1981,
380 p.
Identifying Number(s): ABK-TR-04
Keywords: Seismic hazards; Dynamic response; Seismic response; Buildings; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Masonry; Soil structure interactions; Walls; Kinematics; Unreinforced masonry; Dynamic structural analysis
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: Computer programming; Dynamic response; Buildings; NONSAP computer program; Earthquake resistant structures; Numerical integration; Earthquakes; Reinforced concrete; Finite element analysis; Kinematics; Dynamic structural analysis