NEHRP Clearinghouse
displaying 41 - 50 results in total 110
Saiidi, M.; Douglas, B.; Feng, S.; Hwang, E.; Maragakis, E.
Effects of Axial Force on Frequency of Prestressed Concrete Bridges.
National Science Foundation, Washington, DC., August 1992, 52 p.
Identifying Number(s): CCEER-92-4
Keywords: ; Prestressed concrete; Structural vibration; Fourier transformation; Mathematical models; Dynamic response; Concrete structures; Earthquake engineering; Displacement; Deflection; Girder bridges; Loads (Forces); Resonant frequencies; Dynamic structural analysisMiranda, E.; Bertero, V. V.
Evaluation of the Seismic Performance of a Ten-Story RC Building during the Whittier Narrows Earthquake.
National Science Foundation, Washington, DC.; California Div. of Mines and Geology, Sacramento.; Kajima Inst. of Construction Technology, Tokyo (Japan)., October 1991, 112 p.
Identifying Number(s): UCB/EERC-91/10
Keywords: Reinforced concrete; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Whittier Narrows Earthquake; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysisEvaluation of the Seismic Performance of a Thirty-Story RC Building.
National Science Foundation, Washington, DC.; California Universities for Research in Earthquake Engineering, Richmond., July 1991, 260 p.
Identifying Number(s): UCB/EERC-91/16
Keywords: Reinforced concrete; Loma Prieta Earthquake; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysisEl-Attar, A. G.; White, R. N.; Gergely, P.
Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building.
National Science Foundation, Washington, DC.; National Center for Earthquake Engineering Research, Buffalo, NY., February 28, 1991, 175 p.
Keywords: Reinforced concrete; Structural vibration; Vibration tests; Test facilities; Model tests; Dynamic response; Buildings; Concrete structures; Earthquake engineering; Bending moments; Displacement; Design analysis; Shake Table Tests; Loads (Forces); Structural members; Structural analysisDemetriades, G. F.; Constantinou, M. C.; Reinhorn, A. M.
Study of Wire Rope Systems for Seismic Protection of Equipment in Buildings.
New York State Science and Technology Foundation, Albany., May 20, 1992, 161 p.
Identifying Number(s): NCEER-92-0012
Keywords: ; Earthquake resistant structures; Structural vibration; Shock; Dynamic response; Buildings; Earthquake engineering; Wire rope; Vibration damping; Displacement; Vibration isolators; Seismic effectsO'Rourke, M. J.; Nordberg, C.
Longitudinal Permanent Ground Deformation Effects on Buried Continuous Pipelines.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., June 15, 1992, 184 p.
Keywords: Strains; Deformation; Mathematical models; Earth movements; Earthquake damage; Dynamic response; Earthquake engineering; Displacement; Soil-structure interactions; Pipelines; Soil mechanics; Soil-pipeline interfaceGoel, R. K.; Chopra, A. K.
Inelastic Seismic Response of One-Story, Asymmetric-Plan Systems.
National Science Foundation, Washington, DC., October 1990, 256 p.
Identifying Number(s): UCB/EERC-90/14
Keywords: ; Deformation; Structural vibration; Torsion; Earth movements; Elastic analysis; Dynamic response; Buildings; Earthquake engineering; Stiffness; Displacement; Seismic effects; Structural members; Structural analysisBoroschek, R. L.; Mahin, S. A.
Investigation of the Seismic Response of a Lightly-Damped Torsionally-Coupled Building.
National Science Foundation, Washington, DC., December 1991, 277 p.
Identifying Number(s): UCB-EERC-91-18
Keywords: ; Framed structures; Steel structures; Elastic analysis; Displacement; Loads (Forces); Structural members; Torsion; Mathematical models; Vibration damping; Case studies; Nonlinear systems; Structural vibration; California; Earthquake damage; Buildings; Seismic effects; Structural analysis; Dynamic response; Earthquake engineering; Joints (Junctions)Grigorian, C. E.; Yang, T. S.; Popov, E. P.
Slotted Bolted Connection Energy Dissipators.
National Science Foundation, Washington, DC., July 1992, 36 p.
Identifying Number(s): UCB/EERC-92/10
Keywords: ; Earthquake resistant structures; Friction; Framed structures; Buildings; Earthquake engineering; Energy dissipation; Cyclic loads; Displacement; Bolted joints; Vibration isolators; Loads (Forces)Kamiyama, M.; O'Rourke, M. J.; Flores-Berrones, R.
Semi-Empirical Analysis of Strong-Motion Peaks in Terms of Seismic Source, Propagation Path and Local Site Conditions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., September 9, 1992, 168 p.
Identifying Number(s): NCEER-92-0023
Keywords: ; Sites; Seismic waves; Regression analysis; Displacement; Mathematical models; Magnitude; Soil pressure; Strains; Comparison; Mexico; Seismology; United States; Ground motion; Earthquake engineering; Wave propagation; Velocity measurement; Accelerometers; Earthquakes