NEHRP Clearinghouse
displaying 141 - 150 results in total 178
Levine, M. B. P.
Accelerogram Processing Using Reliability Bounds and Optimal Correction Methods.
National Science Foundation, Washington, DC., cJanuary 1990, 303 p.
Identifying Number(s): EERL-90-02
Keywords: California; Time domain; Displacement measurement; Ground motion; Earthquake engineering; Imperial Valley Earthquake; Theses; Error analysis; Frequency domain; Velocity measurement; AccelerogramsMiranda, 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 analysisBollo, M. E.; Mahin, S. A.; Moehle, J. P.; Stephen, R. M.; Qi, X.
Observations and Implications of Tests on the Cypress Street Viaduct Test Structure.
National Science Foundation, Washington, DC.; California State Dept. of Transportation, Sacramento., December 1990, 291 p.
Identifying Number(s): UCB/EERC-90/21
Keywords: Earthquake resistant structures; Elevated highways; Moments; Loma Prieta Earthquake; Test facilities; California; Reinforcement (Structures); Earthquake damage; Dynamic tests; Highway design; Earthquake engineering; Highway improvements; Stiffness; Seismic effects; Rehabilitation; Loads (Forces); Cypress Street Viaduct; Structural analysisBrady, R. J.; Perkins, J. B.
Macroeconomic Effects of the Loma Prieta Earthquake.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation., November 1991, 53 p.
Keywords: Economic factors; Estimates; Statistical analysis; Loma Prieta Earthquake; California; San Francisco Bay Area; Earthquake damage; Earthquakes; Economic impact; Economic analysis; Employment; Least squares methodSingh, H.; Thayer, M. A.; Murdoch, J. C.
Loma Prieta Earthquake: An Event Study of Changes in Risk Perceptions and the Housing Market.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation., January 1992, 117 p.
Keywords: Prices; Benefit cost analysis; Loma Prieta Earthquake; California; San Francisco Bay Area; Least squares method; Earthquake damage; Risk; Market value; Perception; Soil properties; Residential buildings; Economic factorsBoroschek, 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)Soong, T. T.; Chen, G.; Wu, Z.; Zhang, R. H.; Grigoriu, M.
Assessment of the 1991 NEHRP Provisions for Nonstructural Components and Recommended Revisions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., March 1, 1993, 128 p.
Identifying Number(s): NCEER-93-0003
Keywords: ; Seismic design; California; Architecture; Components; Buildings; Earthquake engineering; Hazards; Building codesWinters, C. W.; Constantinou, M. C.
Evaluation of Static and Response Spectrum Analysis Procedures of SEAOC/UBC for Seismic Isolated Structures.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., March 23, 1993, 204 p.
Identifying Number(s): NCEER-93-0004
Keywords: ; Seismic design; Earthquake resistant structures; Decoupling; California; Lateral pressure; Spectrum analysis; Earthquake engineering; Vibration damping; Soil structure interactions; Foundations; Building codes; Dynamic structural analysisHart, G. C.; Englekirk, R. E.; Srinivasan, M.; Huang, S. C.; Drag, D. J.
Seismic Performance Study TMS Shopping Center: Elastic Time History Analysis Using SAP90.
National Science Foundation, Washington, DC., February 1992, 42 p.
Identifying Number(s): EKEH-2.1-9
Keywords: ; Masonry; Seismic design; California; Computerized simulation; Ground motion; Earthquake engineering; Buildings; Shopping centers; History; Seismographs; Japan