Leiva, G.; Klingner, R. E.
In-Plane Seismic Resistance of Two-Story Concrete Masonry Shear Walls with Openings.
National Science Foundation, Washington, DC.,
August 1991,
319 p.
Identifying Number(s): REPT-3.1(C)-2
Keywords: Grout; Failure; Computer programming; Earthquake resistant buildings; Masonry; Loads (Forces); Test methods; Instrumentation; Flexural strength; Reinforced concrete; Walls; Strain measurement; Structural members; Design criteria; Construction; Axial stress; Mathematical models; Coupled walls; Deformation; Shear stress; Cantilever walls
Martin, P. P.; Seed, H. B.
MASH - A Computer Program for the Non-Linear Analysis of Vertically Propagating Shear Waves in Horizontally Layered Deposits.
National Science Foundation, Washington, DC.,
October 1978,
96 p.
Identifying Number(s): UCB/EERC-78/23
Keywords: Dynamic response; Computer programming; Pore pressure; User needs; Earthquake engineering; Earthquakes; Operators (Mathematics); Soil dynamics; MASH computer program; Mathematical models; Nonlinear systems
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: Computer programming; Inspection; Reactor shutdown; Earthquakes; Probability theory; Nuclear power plants; Intensity; Mathematical models
Sack, R. L.; Beers, R. J.; Rains, D. J.; Sessa, V. A.; Thomas, D. L.
Seismic Behavior of Precast Curtain Walls in High-Rise Buildings.
National Science Foundation, Washington, DC. Office of Planning and Resources Management.,
January 1981,
352 p.
Keywords: Dynamic response; Concrete slabs; Computer programming; Buildings; Earthquake engineering; High rise buildings; Bending stress; Earthquakes; SAPFAP computer program; Walls; Fasteners; Mathematical models; Curtain walls; Dynamic structural analysis
Ciampi, V.; Eligehausen, R.; Bertero, V. V.; Popov, E. P.
Analytical Model for Concrete Anchorages of Reinforced Bars Under Generalized Excitations.
National Science Foundation, Washington, DC.,
November 1982,
126 p.
Identifying Number(s): UCB/EERC-82/23
Keywords: Dynamic response; Computer programming; Earthquake engineering; Reinforcing steels; Mechanical hysteresis; Earthquakes; Computer applications; Reinforced concrete; Mathematical models; Cyclic loads; Stress strain diagrams
Kaya, 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: Dynamic response; Systems identification; Computer programming; Buildings; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Seismic design; Frames; Nonlinear analysis; Steel construction; Mathematical models
Blejwas, T.; Bresler, B.
Damageability in Existing Buildings.
National Science Foundation, Washington, DC.,
August 1979,
88 p.
Identifying Number(s): UCB/EERC-78/12
Keywords: CDC-6400 computers; Dynamic response; Computer programming; Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; Stiffness methods; EPRESP computer program; Fortran 4 programming language; Predictions; Seismic hazard; Dynamic structural analysis
Bhatti, 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: Dynamic response; Computer programming; Ground motion; Nonlinear programming; Earthquake engineering; Earthquake resistant structures; Seismic design; Algorithms; Nonlinear systems; Minimax technique; Computer aided design; Dynamic structural analysis
Heins, C. P.; Galados, N. H.; Li, G. H.; Shi, D.
Theoretical Seismic Analysis of Curved Box Girder Bridges.
National Science Foundation, Washington, DC.,
November 1982,
112 p.
Keywords: Dynamic response; Girder bridges; Computer programming; Curved beams; Earthquake resistant structures; Earthquake engineering; Box beams; Matrix methods; Displacement; Mathematical models; Computer aided design; Dynamic structural analysis
Maison, B. F.; Neuss, C. F.
SUPER-ETABS: An Enhanced Version of the ETABS Programs.
National Science Foundation, Washington, DC.,
January 1983,
58 p.
Keywords: Computer programming; Dynamic response; Ground motion; Buildings; Stiffness methods; Earthquake engineering; Earthquake resistant structures; Lateral pressure; Mathematical models; SUPER-ETABS computer program; Dynamic structural analysis