NEHRP Clearinghouse
displaying 11 - 20 results in total 39
Schumacker, B.
Seismic Design Decision Analysis. Nuclear Power Plants and the Operating Basis Earthquake - Phase I.
National Science Foundation, Washington, DC. Applied Science and Research Applications., January 1975, 10 p.
Identifying Number(s): INTERNAL STUDY-51
Keywords: Probability theory; Intensity; Reactor shutdown; Inspection; Mathematical models; Computer programming; Nuclear power plants; EarthquakesRiahi, A.; Row, D. G.; Powell, G. H.
Three Dimensional Inelastic Frame Elements for the ANSR-I Program.
National Science Foundation, Washington, DC., August 1978, 75 p.
Identifying Number(s): UCB/EERC-78/06
Keywords: Beams (Supports); Deformation; Columns (Supports); User needs; Frames; Buildings; Earthquake engineering; Computer programming; ANSR-1 computer program; Bending moments; Stiffness; Inelastic behavior; EarthquakesStanton, J. F.; McNiven, H. D.
The Development of a Mathematical Model to Predict the Flexural Response of Reinforced Concrete Beams to Cyclic Loads, Using System Identification.
National Science Foundation, Washington, DC., January 1979, 210 p.
Identifying Number(s): UCB/EERC-79/02
Keywords: Stress strain diagrams; Reinforced concrete; Beams (Supports); Algorithms; Mathematical models; Earthquake engineering; Computer programming; Stress analysis; Cyclic loads; Earthquakes; Dynamic structural analysisKaya, I.; McNiven, H. D.
Investigation of the Elastic Characteristics of a Three Story Steel Frame Using System Identification.
National Science Foundation, Washington, DC. Applied Science and Research Applications., November 1978, 117 p.
Identifying Number(s): UCB/EERC-78/24
Keywords: Framed structures; Stiffness methods; Mathematical models; Dynamic response; Buildings; Earthquake engineering; Systems identification; Ground motion; Computer programming; Dynamic structural analysisAdeli, H.
Solution Techniques for Linear and Nonlinear Dynamics of Structures Modeled by Finite Elements.
National Science Foundation, Washington, DC. Engineering and Applied Science., June 1976, 209 p.
Identifying Number(s): 23
Keywords: Structures; Stress strain diagrams; Stiffness methods; Explicit methods; Matrix methods; Finite element analysis; Earthquake engineering; Implicit methods; Computer programming; Linear systems; Nonlinear systems; Earthquakes; Dynamic structural analysisKaya, I.; McNiven, H. D.
Investigation of the Nonlinear Characteristics of a Three Story Steel Frame Using System Identification.
National Science Foundation, Washington, DC., December 1978, 97 p.
Identifying Number(s): UCB/EERC-78/25
Keywords: Nonlinear analysis; Seismic design; Steel construction; Earthquake resistant structures; Mechanical hysteresis; Mathematical models; Frames; Dynamic response; Buildings; Earthquake engineering; Systems identification; Computer programmingAnagnostopoulos, S.; Roesset, J. M.
Description and User's Manual of the Inelastic Dynamic Analysis Program. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., September 1972, 24 p.
Identifying Number(s): INTERNAL STUDY-16
Keywords: Seismic design; IBM-370/165 computers; Earthquake resistant structures; Dynamic response; Earthquake engineering; Fortran 4 programming language; Computer programming; Elastic properties; Fortran; Earthquakes; Dynamic structural analysisBlejwas, T.; Bresler, B.
Damageability in Existing Buildings.
National Science Foundation, Washington, DC., August 1979, 88 p.
Identifying Number(s): UCB/EERC-78/12
Keywords: EPRESP computer program; Damage assessment; Earthquake resistant structures; Predictions; Seismic hazard; CDC-6400 computers; Stiffness methods; Dynamic response; Buildings; Earthquake engineering; Fortran 4 programming language; Computer programming; Dynamic structural analysisBhatti, M. A.
Optimal Design of Localized Nonlinear Systems with Dual Performance Criteria Under Earthquake Excitations.
National Science Foundation, Washington, DC., July 1979, 110 p.
Identifying Number(s): UCB/EERC-79/15
Keywords: Seismic design; Earthquake resistant structures; Algorithms; Dynamic response; Ground motion; Earthquake engineering; Computer programming; Minimax technique; Nonlinear programming; Computer aided design; Nonlinear systems; Dynamic structural analysisRiahi, A.; Powell, G. H.; Mondkar, D. P.
Beam-Column Element 3D (Type 2-Parallel Element Theory) for the ANSR-II Program.
National Science Foundation, Washington, DC., December 1979, 35 p.
Identifying Number(s): UCB/EERC-79/31
Keywords: Seismic design; ANSR-2 computer program; Beams (Supports); Columns (Supports); Stiffness methods; User needs; Dynamic response; Earthquake engineering; Computer programming; Plastic design; Elastic properties; Computer aided design; Earthquakes; Dynamic structural analysis