Browse Civil Engineering Studies: Structural Research Series by Title

  • Estrada-Uribe, G. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1971-06)
    untranslated PDF (9MB)
  • Chu, C-T.; Wen, Y.K.; Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1985-02)
    A method is presented for evaluating the effect of soil-structure interaction on the dynamic response of nonlinear building-foundation syste~s subjected to random seismic excitations. Uncertainties in the building-foundation ...
    untranslated PDF (7MB)
  • West , H.H.; Robinson, A.R. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1967-06)
    untranslated PDF (7MB)
  • Liao, K-W. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 2004-08)
    Although the importance and the positive effects of structural redundancy have been long recognized, structural redundancy became the focus of research only after the 1994 Northridge and 1995 Kobe earthquakes. Several ...
    untranslated PDF (8MB)
  • Appleton, J.H. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1961-12)
    untranslated PDF (12MB)
  • Buckler, J.D.; Scribner, C.F. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1985-08)
    Relaxation characteristics of seven-wire prestressing strand were studied in this experimental investigation. Tests were conducted on both stress-relieved strand and low-relaxation strand. Two series of tests were carried ...
    untranslated PDF (4MB)
  • McLean, G.; Siess, C.P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1956-01)
    untranslated PDF (853KB)
  • Ma, H-F.; Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1981-08)
    A practical method for determining the point estimate of the collapse probability of ductile structural systems, particularly, plastic frameworks and trusses is developed. In addition to the assumption that classical ...
    untranslated PDF (6MB)
  • Hayashi, H.; Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1987-06)
    untranslated PDF (4MB)
  • Kim, S.H.; Wen, Y.K. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1987-02)
    Most optimization studies have been concerned with member or system geometry of structures under loads which are static or deterministic or both. The objective of this study is to develop a method for design under multiple ...
    untranslated PDF (5MB)
  • Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1978-01)
    The US-Southeast Asia Symposium on Engineering for Natural Hazards Protection was held at the Philippine International Convention Center in Manila, Philippines on 26-30 September 1977. The Symposium was sponsored jointly ...
    untranslated PDF (3MB)
  • Krauthammer, T.; Hall, W.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1979-05)
    untranslated PDF (7MB)
  • Gulkan, Polat; Sozen, Mete Avni, 1930- (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1971-05)
    untranslated PDF (10MB)
  • Tena-Colunga, A.; Abrams, Daniel P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1992-12)
    The subject structure of this study is a two-story office building located at Palo Alto, California. The structure was built in 1974. Recorded peak ground accelerations were as high as O.21g and peak roof accelerations ...
    untranslated PDF (6MB)
  • Tena-Colunga, A.; Abrams, Daniel P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1992-12)
    This report presents a case history of how an unreinforced masonry building sustained the 1989 Lorna Prieta Earthquake. The subject structure is a two-story historic building, and former firehouse located in downtown ...
    untranslated PDF (21MB)
  • Eppink, R.T.; Veletsos, A.S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1960-12)
    untranslated PDF (10MB)
  • Wojcieszak, R.F.; Howland, F.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1955-06)
    untranslated PDF (4MB)
  • Potgieter, I.C.; Gamble, W.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1983-04)
    The effects of nonlinear temperature distributions resulting from solar radiation on highway bridge decks are investigated. A finite-difference heat flow-model w~s developed and used to determine the distributions of ...
    untranslated PDF (11MB)
  • Wilkinson, C.L.; Howland, F.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1955-06)
    untranslated PDF (4MB)
  • Sunidja, H.; Foutch, D.A.; Gamble, W.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1982-03)
    The main objective of this investigation was to study experimentally the strength and behavior of prestressed plate-edge column connections with unbonded tendons representative of those used in prestressed flat plate ...
    untranslated PDF (11MB)