Browse Civil Engineering Studies: Structural Research Series by Title

  • Gamble, W.L. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1980-03)
    This report describes the results of overload tests on two 1/8th scale prestressed concrete bridge girders. The three span continuous girders were made with three pretensioned I-section girders, and were made continuous for ...

    application/pdf

    application/pdfPDF (7Mb)
  • Green, R.A.; Hall, W.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1994-08)
    This report presents an overview of selected seismic hazard analysis (SHA) methodologies. First, background information about earthquakes is presented, followed by more rigorous treatment of acceleration attenuation ...

    application/pdf

    application/pdfPDF (4Mb)
  • Robinson, A.R.; Harris, J.F. (Journal of the Engineerin g Mechanics Division: proceedings of the American Society of Civil Engineers, 1971-04)

    application/pdf

    application/pdfPDF (2Mb)
  • Hjelmstad, K.D.; Wood, S.L.; Clark, S.J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1990-12)
    In this work we describe an approach to parameter estimation of complex linear structures which we call the mutual residual energy approach. Our main goal has been to develop a unified approach to the discrete inverse problems ...

    application/pdf

    application/pdfPDF (7Mb)
  • Kim, T-W.; Foutch, D.A.; LaFave, J.M.; Wilcoski, J. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 2004-05)
    New performance evaluation techniques have recently been developed. As part of the SAC Joint Venture, FEMA-355F describes a new state-of-the-art method for the performance prediction of steel moment-frame buildings excited ...

    application/pdf

    application/pdfPDF (9Mb)
  • Elwood, K.J.; Wen, Y.K. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1995-05)
    A Dual-level seismic design procedure, in which a building structure is designed for both an ultimate and a serviceability level force, is proposed and used to design a seven story RC moment frame. The performance of the ...

    application/pdf

    application/pdfPDF (5Mb)
  • Foutch, D.A.; Goel, S.C.; Roeder, C.W. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1986-11)
    A full-scale six-story steel building was constructed and tested as part of the U.S./Japan Cooperative Earthquake Research Program Utilizing Large Size Testing Facilities. The program was jointly funded by the Ministry ...

    application/pdf

    application/pdfPDF (5Mb)
  • Hall, W.J.; Godden, W.G.; Fettahlioglu, O.A. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1957-06)

    application/pdf

    application/pdfPDF (9Mb)
  • Massard, J.M. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1952-11)

    application/pdf

    application/pdfPDF (3Mb)
  • Yucemen, M.S.; Tang, W.H.; Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1973-07)

    application/pdf

    application/pdfPDF (10Mb)
  • Ellingwood, B.R.; Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1972-06)

    application/pdf

    application/pdfPDF (12Mb)
  • Estrada-Uribe, G. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1971-06)

    application/pdf

    application/pdfPDF (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 ...

    application/pdf

    application/pdfPDF (7Mb)
  • West , H.H.; Robinson, A.R. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1967-06)

    application/pdf

    application/pdfPDF (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 ...

    application/pdf

    application/pdfPDF (8Mb)
  • Appleton, J.H. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1961-12)

    application/pdf

    application/pdfPDF (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 ...

    application/pdf

    application/pdfPDF (4Mb)
  • McLean, G.; Siess, C.P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1956-01)

    application/pdf

    application/pdfPDF (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 ...

    application/pdf

    application/pdfPDF (6Mb)
  • Hayashi, H.; Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1987-06)

    application/pdf

    application/pdfPDF (4Mb)