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
Kesner, K.; Billington, S. L.
Development of Seismic Strengthening and Retrofit Strategies for Critical Facilities Using Engineered Cementitious Composite Materials.
National Science Foundation, Washington, DC.,
cAugust 29, 2005,
234 p.
Identifying Number(s): MCEER-05-0007
Keywords: Energy dissipation; Steel frames; Laboratory tests; Panel geometries; Infill panel system; Cementitious composite; Finite-element simulations; Multidisciplinary Center for Earthquake Engineering Research (MCEER); Strength; Stiffness; Connection tests; Seismic retrofit system; Engineered Cementitious Composite (ECC); Critical facilities
Glaser, S. D.; Leeds, A. L.
Estimation of System Damping at the Lotung Site by Application of System Identification.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD.; National Science Foundation, Arlington, VA.,
August 1996,
196 p.
Keywords: Soil profiles; Nuclear power plants; Structure response; Earthquakes; Nonlinearity; Site characterization; Soil structure interactions; Excitation; Stiffness; System identification; Soil mechanics; Liquefaction; Ground motion; Earthquake engineering; Earthquake magnitude; Vibration damping; Seismic effects; Displacement; Seismic waves; Lotung (Taiwan); Earthquake resistant structures; Graphs (Charts)
Shenton, H. W.
Draft Guidelines for Pre-Qualification and Prototype Testing of Seismic Isolation Systems.
March 1994,
103 p.
Identifying Number(s): NISTIR-5359
Keywords: ; Dynamic response; Building codes; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Prototypes; Loads (Forces); Test methods; Structural vibration; Test facilities; Vibration damping; Stiffness; Displacement; Bridges (Structures); Standards; Dynamic structural analysis
Elsabee, F.; Morray, J. P.
Dynamic Behavior of Embedded Foundations.
National Science Foundation, Washington, DC. Div. of Advanced Environmental Research and Technology.,
September 1977,
59 p.
Identifying Number(s): MIT-CE-R77-33
Keywords: Dynamic response; Footings; Earthquake engineering; Earthquakes; Foundations; Soil structure interactions; Soil dynamics; Backfills; Foundation engineering; Stiffness; Finite element analysis; Earth movements
Jakub, M.; Roesset, J. M.
Nonlinear Stiffness of Foundations.
National Science Foundation, Washington, DC. Research Applied to National Needs.,
September 1977,
57 p.
Identifying Number(s): MIT-CE-R77-35
Keywords: Seismic waves; Earthquake engineering; Earthquakes; Foundations; Soil structure interactions; Soil dynamics; Soil properties; Stiffness; Finite element analysis; Nonlinear systems; Dynamic structural analysis
Spacone, E.; Ciampi, V.; Filippou, F. C.
Beam Element for Seismic Damage Analysis.
National Science Foundation, Arlington, VA.,
August 1992,
134 p.
Identifying Number(s): UCB/EERC-92/07
Keywords: ; Earthquake damage; Dynamic response; Numerical integration; Structural components; Earthquake engineering; Structural vibration; Finite element method; Structural engineering; Stiffness; Structural response; Structural analysis; Deformation; Nonlinear systems; Beams (Structural)
Filippou, F. C.; D'Ambrisi, A.; Issa, A.
Nonlinear Static and Dynamic Analysis of Reinforced Concrete Subassemblages.
National Science Foundation, Arlington, VA.; Istituto Superiore di Ricerca sui Materiali Speciali, Terni (Italy).; Italian Dottorato di Ricerca Meccanica delle Strutture, Bologna (Italy).,
August 1992,
198 p.
Identifying Number(s): UCB/EERC-92/08
Keywords: ; Dynamic response; Ground motion; Structural components; Earthquake engineering; Reinforcement (Structures); Earthquake resistant structures; Stress analysis; Reinforced concrete; Stiffness; Girders; Displacement; Structural analysis; Dynamic models; Nonlinear systems
Mardzhanishvili, M. A.
Analysis of the Spatial Behavior and Size of Modern Buildings for Earthquake-proof Design.
cJanuary 1985,
148 p.
Identifying Number(s): TT-79-52047
Keywords: Foreign technology; Buildings; Earthquake engineering; Translations; Seismic effects; Stiffness; Oscillations; Mathematical models; Highrise buildings
Cheng, F. Y.; Pantelides, C.
Algorithm Development for Using Optimal Control in Structural Optimization Subjected to Seismic and Wind Forces.
National Science Foundation, Washington, DC.; National Center for Earthquake Engineering Research, Buffalo, NY.,
January 1988,
296 p.
Identifying Number(s): STRUCTURAL SER-88-1-15
Keywords: Wind (Meteorology); Damping; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Graphs (Charts); Structural design; Numerical analysis; Stiffness; Displacement; Algorithms