NEHRP Clearinghouse
displaying 201 - 210 results in total 238
Niazi, M.
Behavior of Peak Values and Spectral Ordinates of Near-Source Strong Ground Motion Over the Smart 1 Array.
National Science Foundation, Washington, DC., June 1990, 129 p.
Identifying Number(s): UCB/EERC-90/17
Keywords: ; Seismic waves; Seismic arrays; Earth movements; Data acquisition; Spectrum analysis; Earthquake engineering; Regression analysis; Site surveys; Nuclear facilities; Frequencies; Data analysis; Nonlinear systems; Seismic effects; EarthquakesGrigoriu, M.; Balopoulou, S.
Simulation Method for Stationary Gaussian Random Functions Based on the Sampling Theorem.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., June 11, 1992, 81 p.
Identifying Number(s): NCEER-92-0015
Keywords: ; Random noise; White noise; Structural vibration; Vector spaces; Algorithms; Mathematical models; Earth movements; Sampling theory; Dynamic response; Earthquake engineering; Simulation; Stochastic processes; Random functions; Seismic effects; Dynamic structural analysisO'Rourke, M. J.; Ballantyne, D.
Observations on Water System and Pipeline Performance in the Limon Area of Costa Rica Due to the April 22, 1991 Earthquake.
National Science Foundation, Washington, DC., June 30, 1992, 118 p.
Identifying Number(s): NCEER-92-0017
Keywords: Water treatment; Damage assessment; Costa Rica; Water pipes; Failure; Water supply; Earth movements; Earthquake damage; Costa Rica Earthquake; Earthquake engineering; Earthquakes; Pipeline transportation; Seismic effects; Water services; Petroleum pipelinesHamada, M.; O'Rourke, T. D.
Proceedings from the Japan-U.S. Workshop (4th) on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction. Held in Honolulu, Hawaii on May 27-29, 1992. Volumes 1 and 2.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 12, 1992, 984 p.
Identifying Number(s): NCEER-92-0019
Keywords: ; Earth movements; Earthquake resistant structure; Earthquake damage; Dynamic response; Meetings; Liquefaction; Soil liquefaction; Foundations; Case studies; Soil mechanics; EarthquakesKariotis, J. C.; Rahman, M. A.; El-Mustapha, A. M.
Investigation of Current Seismic Design Provisions for Reinforced Masonry Shear Walls.
National Science Foundation, Washington, DC., January 1990, 58 p.
Identifying Number(s): REPT-2.3-3
Keywords: ; Masonry; Mathematical models; Earth movements; Walls; Structural design; Dynamic response; Buildings; Earthquake engineering; Reinforcement (Structures); Stiffness; Displacement; Deflection; Design Standards; Seismic effects; Dynamic structural analysisWaqfi, 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: ; Deformation; Earth movements; Displacement; Loads (Forces); Structural members; Damping; Mathematical models; Nonlinear systems; Masonry; Structural vibration; Mechanical hysteresis; Stiffness; Beams (Supports); Walls; Dynamic response; Degrees of freedom; Earthquake engineering; Energy dissipation; Reinforcement (Structures); Mechanical propertiesBlondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 1. General Information.
National Science Foundation, Washington, DC., April 1991, 163 p.
Identifying Number(s): REPT-3.2(B2)-VOL-1
Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysisBlondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 2. Walls No. 4 and 6 (Group 1).
National Science Foundation, Washington, DC., April 1991, 266 p.
Identifying Number(s): REPT-3.2(B)-2-VOL-2
Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysisBlondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 3. Walls No. 8, 9, 10, and 11 (Group 2).
National Science Foundation, Washington, DC., April 1991, 309 p.
Identifying Number(s): REPT-3.2(B2)-VOL-3
Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysisBlondet, M.; Mayes, R. L.
Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 4. Walls No. 3, 5 and 7 (Group 3).
National Science Foundation, Washington, DC., April 1991, 255 p.
Identifying Number(s): REPT-3.2(B2)-VOL-4
Keywords: ; Moments; Earth movements; Bending; Bricks; Displacement; Deflection; Loads (Forces); Experimental data; Dynamic tests; Masonry; Earthquake damage; Clays; Mechanical properties; Seismic effects; Construction joints; Walls; Dynamic response; Earthquake engineering; Reinforcement (Structures); Earthquakes; Dynamic structural analysis