NEHRP Clearinghouse

displaying 1 - 2 results in total 2

  • Beck, R. T.; Beck, J. L.
    Comparison between Transfer Function and Modal Minimization Methods for System Identification.
    National Science Foundation, Washington, DC. Directorate for Engineering., November 1985, 72 p.
    Identifying Number(s): EERL-85-06
    Keywords: Ground motion; Ten degrees of freedom; Buildings; Earthquake engineering; Damping; Structural vibration; Comparison; Modal response; System identification; Optimization; Resonant frequency; Mathematical models; Transfer functions; Oscillations; Parameter estimation

  • Tansirikongkol, V.; Pecknold, D. A.
    Approximate Modal Analysis of Bilinear MDF Systems Subjected to Earthquake Motions.
    National Science Foundation, Washington, DC. Research Applied to National Needs., August 1978, 221 p.
    Identifying Number(s): ['STRUCTURAL RESEARCH SER-449', 'UILU-ENG-78-2010']
    Keywords: Dynamic response; One degree of freedom; Ten degrees of freedom; Elastic properties; Earthquake engineering; Buildings; Mechanical hysteresis; Theses; Earthquakes; Structures; Degrees of freedom; Three degrees of freedom; Dynamic structural analysis