NEHRP Clearinghouse
displaying 1 - 10 results in total 10
['Ghanaat, Y.', 'Clough, R. W.']
EADAP: Enhanced Arch Dam Analysis Program. User's Manual.
National Science Foundation, Washington, DC., November 1989, 106 p.
Identifying Number(s): UCB/EERC-89/07
Keywords: INCRES computer program; Finite element method; Seismic waves; Matrices (Mathematics); Arch dams; Concrete dams; Dynamic response; Earthquake engineering; Reservoirs; Foundations; EADAP computer program; User manuals (Computer programs); Loads (Forces); Hydrodynamics; Earthquakes; Dynamic structural analysis['Kusainov, A. A.', 'Clough, R. W.']
Alternatives to Standard Mode Superposition for Analysis of Non-Classically Damped Systems.
National Science Foundation, Washington, DC., June 1988, 73 p.
Identifying Number(s): UCB/EERC-88/09
Keywords: ; Earthquake resistant structures; Structural vibration; Matrices (Mathematics); Mathematical models; Dynamic response; Superposition (Mathematics); Earthquake engineering; Buildings; Vibration damping; Stiffness; Dynamic structural analysis['Yang, J. N.', 'Li, Z.']
Instantaneous Optimal Control for Linear, Nonlinear and Hysteretic Structures - Stable Controllers.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., November 15, 1991, 57 p.
Keywords: ; Seismic waves; Matrices (Mathematics); Algorithms; Controllers; Mathematical models; Lyapunov functions; Dynamic response; Earthquake engineering; Vibration damping; Vibration isolators; Nonlinear systems['Liang, Z.', 'Lee, G. C.']
Damping of Structures: Part 1. Theory of Complex Damping.
National Science Foundation, Washington, DC., October 10, 1991, 259 p.
Identifying Number(s): NCEER-91-0004
Keywords: ; Earthquake resistant structures; Structural vibration; Seismic waves; Matrices (Mathematics); Mathematical models; Damping; Dynamic response; Earthquake engineering; Vibration damping; Dissipation; Dynamic structural analysis['Zhang, L.', 'Chopra, A. K.']
Computation of Spatially Varying Ground Motion and Foundation-Rock Impedance Matrices for Seismic Analysis of Arch Dams.
National Science Foundation, Washington, DC., May 1991, 134 p.
Identifying Number(s): UCB/EERC-91/06
Keywords: ; Boundary element method; Green's functions; Matrices (Mathematics); Mathematical models; Earth movements; Fourier transformation; Arch dams; Dynamic response; Earthquake engineering; Soil-structure interactions; Foundations['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: Equations of motion; Displacement; Loads (Forces); Damping; Nonlinear systems; Masonry; Concrete; Matrices (Mathematics); Algorithms; LPM/II computer program; Stiffness; Beams (Supports); Walls; Dynamic response; Degrees of freedom; Earthquake engineering; Boundary conditions; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis['He, L.', 'Priestley, M. J. N.']
Seismic Behavior of Flanged Masonry Shear Walls. Final Report.
National Science Foundation, Washington, DC., November 1992, 295 p.
Identifying Number(s): REPT-4.1-2
Keywords: Moments; Test facilities; Tables (Data); Loads (Forces); Flanged masonry walls; Mathematical models; Ductility; Strains; Masonry; Matrices (Mathematics); Earthquake damage; Stiffness; Seismic effects; Walls; Flexural strength; Dynamic response; Earthquake engineering; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis['Seible, F.', 'LaRovere, H. L.']
Summary on Pseudodynamic Testing.
National Science Foundation, Washington, DC., February 1987, 53 p.
Identifying Number(s): REPT-3.1(B)-1
Keywords: Structural vibration; Computerized simulation; Matrices (Mathematics); Test methods; Mathematical models; Dynamic tests; Earthquake engineering; PSDYN computer program; Vibration damping; Computer programs; User manuals (Computer programs); Dynamic structural analysis['Singh, R. K.', 'Smith, H. A.']
Vibration Analysis of Skeletal Systems Using a Mixed Formulation with an Arnoldi-Based Nonlinear Eigensolution Technique.
National Science Foundation, Washington, DC., December 1993, 192 p.
Keywords: ; Finite element method; Vibration mode; Structural vibration; Eigenvalues; Algorithms; Matrices (Mathematics); Dynamic response; Degrees of freedom; Earthquake engineering; Vibration damping; Resonant frequency; Nonlinear systems; Structural analysis['Singhal, A.', 'Kiremidjian, A. S.']
Method for Developing Motion Damage Relationships for Reinforced Concrete Frames, May 1995.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 11, 1995, 124 p.
Keywords: ; Earthquake resistant structures; Reinforced concrete; Structural failure; Matrices (Mathematics); Mathematical models; Earthquake damage; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Structural components