NEHRP Clearinghouse

displaying 211 - 220 results in total 554

  • Krawinkler, H.; Zhu, B.
    U.S./P.R.C. Workshop on Experimental Methods in Earthquake Engineering. Proceedings of a Workshop. Held in Shanghai, P.R.C. on November 10-12, 1992.
    National Science Foundation, Arlington, VA.; Tongji Univ., Shanghai (China)., July 1993, 249 p.
    Keywords: ; Dynamic response; Earthquake engineering; Earthquake resistant structures; Meetings; Pile structures; Structural vibration; Reinforced concrete; Test facilities; China; Displacement; Model tests; Construction materials; Structural analysis; Deformation; Cyclic loads; Dynamic models; United States; International cooperation

  • Rahnama, M.; Krawinkler, H.
    Effects of Soft Soil and Hysteresis Model on Seismic Demands.
    National Science Foundation, Arlington, VA.; Kajima Corp., Tokyo (Japan)., July 1993, 249 p.
    Keywords: ; Dynamic response; Ground motion; Hysteresis; Earthquake engineering; Earthquake resistant structures; Strain hardening; Structural design; Soil structure interactions; Stiffness; Displacement; Soil mechanics; Mathematical models; Structural analysis; Nonlinear systems; Ductility

  • Wadia-Fascetti, S.; Smith, H. A.
    Adaptive Dynamic Analysis Considering Structural Lifespan: An Approach Based on Fuzzy Mathematics.
    National Science Foundation, Arlington, VA.; Shimizu Corp., Tokyo (Japan). Ohsaki Research Inst., August 1994, 171 p.
    Keywords: Earthquake damage; Dynamic response; Degradation; Fuzzy sets; Earthquake engineering; Structural vibration; Uncertainty; Structural engineering; Structural failure; Adaptive dynamic analysis; Structural response; Stiffness; Calibration; Structural analysis; Errors

  • 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 damage; Dynamic response; Ground motion; Earthquake resistant structures; Earthquake engineering; Structural components; Matrices (Mathematics); Reinforced concrete; Structural failure; Concrete structures; Mathematical models

  • Singhal, A.; Kiremidjian, A. S.
    Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Frames.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., September 10, 1997, 256 p.
    Keywords: ; Dynamic response; Ground motion; Earthquake damage; Damage assessment; Earthquake engineering; Structural components; Fragility; Monte Carlo method; Autoregressive processes; Sensitivity analysis; Frames; Bayes theorem; Reinforced concrete; Soil-structure interactions; Structural failure; Seismic effects; Gaussian processes; Probability; Concrete structures; Mathematical models

  • Marshall, R. D.; Phan, L. T.; Celebi, M.
    Measurement of Structural Response Characteristics of Full-Scale Buildings: Comparison of Results from Strong-Motion and Ambient Vibration Records.
    Geological Survey, Menlo Park, CA. Branch of Engineering Seismology and Geology., October 1992, 87 p.
    Identifying Number(s): NISTIR-4884
    Keywords: Dynamic response; Earthquake damage; Signal processing; Buildings; Earthquake engineering; Data acquisition; San Francisco (California); Structural vibration; Earthquakes; Soil-structure interactions; Vibration damping; Loma Prieta Earthquake; Seismic effects; Displacement

  • Youssef, N. F. G.; Bonowitz, D.; Gross, J. L.
    Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake.
    April 1995, 186 p.
    Identifying Number(s): NISTIR-5625
    Keywords: Earthquake damage; Dynamic response; Los Angeles (California); Buildings; Steel structures; Damage assessment; Cracking (Fracturing); Surveys; Seismic effects; Structural members; Moments; Frame structures; Northridge Earthquake; Construction joints; Dynamic structural analysis

  • Sadek, F.; Mohraz, B.; Lew, H. S.
    Single and Multiple Tuned Liquid Column Dampers for Seismic Applications.
    November 1996, 43 p.
    Identifying Number(s): NISTIR-5920
    Keywords: Dynamic response; Earthquake resistance; Liquid column dampers; Design analysis; Passive systems; Ground motion; Dynamic structural analysis; Loads (Forces); Tuning; Structural vibration; Performance evaluation; Earthquake engineering; Vibration damping; Acceleration; Energy absorption; Structural response; Seismic effects; Degrees of freedom; Energy dissipation

  • Kunnath, S. K.; El-Bahy, A.; Taylor, A. W.; Stone, W. C.
    Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
    National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, McLean, VA.; California State Dept. of Transportation, Sacramento. Office of Structures Design., October 1997, 142 p.
    Identifying Number(s): NISTIR-6075
    Keywords: ; Earthquake damage; Ductility; Damage assessment; Dynamic response; Earthquake engineering; Hysteresis; Seismic design; Reinforced concrete; Failure modes; Structural failure; Displacement; Columns (Supports); Fatigue limit; Cyclic loads; Bridges (Structures); Dynamic structural analysis

  • EERC-CUREe Symposium in Honor of Vitelmo V. Bertero. Held in Berkeley, California on January 31-February 1, 1997.
    National Science Foundation, Arlington, VA.; American Inst. of Steel Construction, Chicago, IL.; Degenkolb Engineers, San Francisco, CA.; Fluor Daniel, Inc., Irvine, CA., February 1997, 286 p.
    Identifying Number(s): UCB/EERC-97/05
    Keywords: ; Dynamic response; Earthquake damage; Tensile properties; Steel structures; Reinforcing steels; Meetings; Seismic design; Structural vibration; Reinforced concrete; Structural engineering; Earthquake resistance structures; Seismic effects; Frame structures; Earthquare engineering; Dynamic structural analysis