Browse Civil Engineering Studies: Structural Research Series by Title

  • Wood, S.L.; Wight, J.K.; Moehle, J.P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1987-02)
    On 3 March 1985, a major earthquake occurred near the coast of central Chile. The resort city of Vina del Mar is of particular interest from an engineering standpoint because approximately 400 moderate-rise reinforced ...

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  • Riddell, R.; Wood, S.L.; de la Llera, J.C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1987-04)
    The Chile earthquake of 3 March 1985 resulted in an effective peak acceleration of 0.36g in the coastal city of Vina del Mar. The city had an inventory of over 400 reinforced concrete buildings ranging in height from 5 ...

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  • Chesi, C.; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1987-02)
    Behavior of the first floor of the U.S.-Japan seven story reinforced concrete test structure was modeled by a finite element model. The constitutive matrix describing material behavior is a normal concrete model which ...

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  • Egger, W. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1957-06)

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  • Doshi, Kishor Dharamsi; Ang, A.H-S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1962-04)
    This thesis deals with certain iterative methods of solving finite difference equations arising from elliptic type boundary-value problems. A procedure that accelerates the convergence of explicit) linear iterative methods ...

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  • Hariandja, B.H.; Haber, R.B. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1986-02)

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  • Duberg, John Edward; McDonald, D.; Jennings, R.L.; Iyengar, H.S.; Yao, W.M. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1959-07)
    Part I of this report is concerned with the development of a numerical procedure for the computation of the dynamic response of an elastic spherical shell when subjected to transient uniform pressure. This procedure is ...

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  • Eppink, R.T.; Veletsos, A.S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1959-07)
    This report is concerned with the analysis of the behavior of arch structures under dynamic loads. A numerical procedure is described for the computation of the dynamic response of circular arches subjected to transient forces ...

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  • Roberts, H.C. (American Society for Testing Materials, 1950)
    This paper attempts to provide a generalized summary of the problems of analysis and interpretation of the data taken in dynamic tests, particularly with regard to the difficulties ordinarily encountered. It does not ...

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  • Pinckert, R.E.; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1966-06)

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  • Prescott, W.S.; Ang, A.H-S.; Siess, C.P. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1961-11)

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  • Shoeb, N.A.; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1967-08)

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  • Friedericy, Johan Anton (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1961-12)
    This report is concerned with the time dependent deformational analysis of a clamped shallow dome by means of an analogous framework. The dome is subjected to axially symmetric pressures which can be varied in ti.me) and ...

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  • Sutherland, J.G.; Goodman, L.E.; Newmark, N.M. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1953-01)
    The Ritz energy method is used to obtain solutions for an interior panel of a plate or slab which is continuous over a rectangular grid of flexible beams supported by columns at their intersections. It is assumed that ...

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  • Emori, Katsuhiko; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1978-12)
    The nonlinear response and failure mechanism of reinforced concrete frame-wall systems are investigated through mechanical models for both dynamic loads and static loads. Three mechanical models: a concentrated spring ...

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  • Padilla, J.A.; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1966-06)

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  • Mohraz, Bijan; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1966-03)

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  • Padilla, J.A.; Schnobrich, William C. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1967-08-31)

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  • Oran, C.; Veletsos, A.S. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1961-07)

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  • Urzua, J.L.; Pecknold, D.A.; Lopez, L.A.; Munse, W.H. (University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1977-03)
    An important class of structural mechanics problems deals with the stress analysis of bodies in contact. The primary objective of this study was to develop a system capable of solving large and complex frictional contact ...

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