NEHRP Clearinghouse
displaying 1 - 3 results in total 3
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: One degree of freedom; Structures; Ten degrees of freedom; Three degrees of freedom; Mechanical hysteresis; Dynamic response; Degrees of freedom; Earthquake engineering; Buildings; Theses; Elastic properties; Earthquakes; Dynamic structural analysisSuharwardy, 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: Seismic design; Earthquake resistant structures; Stress strain diagrams; Reinforced concrete; Columns (Supports); Dynamic response; Earthquake engineering; Cyclic loads; Concrete construction; Dynamic structural analysisKung, 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: Bridges (Structures); Earthquake resistant structures; Algorithms; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Buildings; Soil structure interactions; Dynamic structural analysis