Suharwardy, M. I. H.; Pecknold, D. A.
Inelastic Response of Reinforced Concrete Columns Subjected to Two-Dimensional Earthquake Motions.
National Science Foundation, Washington, DC. Applied Science and Research Applications.,
October 1978,
225 p.
Identifying Number(s): ['STRUCTURAL RESEARCH SER-455', 'UILU-ENG-78-2022']
Keywords: Dynamic response; Earthquake engineering; Earthquake resistant structures; Seismic design; Reinforced concrete; Concrete construction; Columns (Supports); Cyclic loads; Stress strain diagrams; Dynamic structural analysis
Kung, S. Y.; Pecknold, D. A.
Effect of Ground Motion Characteristics on the Seismic Response of Torsionally Coupled Elastic Systems.
National Science Foundation, Washington, DC.,
June 1982,
340 p.
Identifying Number(s): ['UILU-ENG-82-2009', 'STRUCTURAL RESEARCH SER-500']
Keywords: Dynamic response; Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Soil structure interactions; Mathematical models; Algorithms; Bridges (Structures); Dynamic structural analysis
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