NEHRP Clearinghouse
displaying 211 - 220 results in total 316
['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: Vulnerability; Deformation; Kinematics; Seismic waves; ETABS model; Seismic risk; Dynamic response; Buildings; Earthquake engineering; SUPER-ETABS computer program; Finite element analysis; Soil-structure interactions; Linear systems; Loads (Forces); Dynamic structural analysis['Hwang, H. H. M.', 'Chen, C. H. S.']
Seismic Hazard along a Crude Oil Pipeline in the Event of an 1811-1812 Type New Madrid Earthquake.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., April 16, 1990, 69 p.
Keywords: Earthquake resistant structures; Seismic waves; Mathematical models; Earth movements; Safety engineering; Earthquake damage; Earthquake engineering; Hazards; Liquefaction; Power spectra; Seismic effects; Petroleum pipelines['Yanev, B.', 'McNiven, H. D.']
Experimental Program for Studying the Dynamic Response of a Steel Frame with a Variety of Infill Partitions.
National Science Foundation, Washington, DC., December 1985, 77 p.
Identifying Number(s): UCB/EERC-85/16
Keywords: Structural engineering; Earthquake resistant structures; Deformation; Seismic waves; Structural vibration; Steel structures; Experimental data; Vibration; Frames; Earthquake damage; Dynamic response; Structural steel; Earthquakes['Oliva, M. G.', 'Clough, R. W.', 'Velkov, M.', 'Gavrilovic, P.']
Correlation of Analytical and Experimental Responses of Large-Panel Precast Building Systems.
National Science Foundation, Washington, DC., May 1988, 118 p.
Identifying Number(s): UCB/EERC-83/20
Keywords: Structural engineering; Earthquake resistant structures; Structural vibration; Seismic waves; Precast concrete; Experimental data; Test facilities; Vibration; Earthquake damage; Dynamic response; Panels; Residential buildings; Earthquakes['Pantazopoulou, S. J.', 'Moehle, J. P.']
Effect of Slabs on the Flexural Behavior of Beams.
National Science Foundation, Washington, DC., October 1987, 131 p.
Identifying Number(s): UCB/EERC-87/17
Keywords: ; Floors; Earthquake resistant structures; Beams (Supports); Seismic waves; Experimental data; Tension; Mathematical models; Stiffness; Slabs; Stress analysis; Loads (Forces); Structural members; Earthquakes; Structural analysis['Bruneau, N.', 'Mahin, S. A.']
Inelastic Seismic Response of Structures with Mass or Stiffness Eccentricities in Plan.
National Science Foundation, Washington, DC., September 1987, 316 p.
Identifying Number(s): UCB/EERC-87/12
Keywords: Structural engineering; Earthquake resistant structures; Structural vibration; Seismic waves; Vibration; Earthquake damage; Dynamic response; Stiffness; Elastic properties; Displacement; Nonlinear systems; Ductility; Earthquakes['Kelly, J. M.', 'Buckle, I. G.', 'Koh, C. G.']
Mechanical Characteristics of Base Isolation Bearings for a Bridge Deck Model Test.
National Science Foundation, Washington, DC., November 1987, 66 p.
Identifying Number(s): UCB/EERC-86/11
Keywords: Earthquake resistant structures; Structural vibration; Seismic waves; Compressing; Bridge decks; Highway bridges; Displacement; Cyclic loads; Vibration isolators; Bearings; Mechanical properties; Rubber['Mostaghel, N.', 'Kelly, J. M.']
Design Procedure for R-FBI Bearings.
National Science Foundation, Washington, DC., November 1987, 60 p.
Identifying Number(s): UCB/EERC-87/18
Keywords: Structural engineering; Earthquake resistant structures; Friction; Structural vibration; Seismic waves; Structural design; Shear properties; Resilient-Friction Base Isolator; Vibration damping; Displacement; Stiffness; Vibration isolators; Bearings['Tong, M.', 'Liang, Z.', 'Lee, G. C.']
Physical Space Solutions of Non-Proportionally Damped Systems.
National Science Foundation, Washington, DC., January 15, 1991, 68 p.
Identifying Number(s): NCEER-91-0002
Keywords: ; Numerical analysis; Structural vibration; Seismic waves; Algorithms; Damping; Mathematical models; Dynamic response; Earthquake engineering; Energy dissipation; Vibration damping; Dynamic structural analysis['Desai, H.', 'Ahmad, S.', 'Gazetas, E. S.', 'Oh, M. R.']
Study of Site Response at a Selected Memphis Site.
National Science Foundation, Washington, DC., October 11, 1990, 43 p.
Identifying Number(s): NCEER-90-0023
Keywords: Seismic waves; New Madrid earthquake; Earth movements; Mathematical models; Amplification; Dynamic response; Earthquake engineering; Soil properties; Soil profiles; Memphis (Tennessee); Soil mechanics; Earthquakes