1 AIT Asian Institute of Technology

A comparative study of concrete folded plate roofs

AuthorQureshi, Shamsuddin
Call NumberAIT Thesis no. 94
Subject(s)Folded plate structures
NoteA thesis submitted in partial fulfillment if the requirements for the degree of Master of Engineering in the SEATO Graduate School of Engineering, Bangkok, Thailand.
PublisherAsian Institute of Technology
AbstractA multibay, simple-span, symmetrical, V-shaped folded plate structure subjected to a uniformly distributed load was analyzed in non-dimensional form. The method of analysis used was suggested by the ASCE Task Committee (1963). The transverse moments and longitudinal stresses at different joints were obtained both by considering and neglecting the correction to the relative joint displacements (r.j.d.’s) obtained in the elementary analysis. Results were computed for various combinations of proportions, such as the ratio of span to horizontal projection of plate width (L/a), the angle (θ) of plates with the horizontal, and the thickness (t) of the plates as a ratio of a. The results of both methods were compared, and the limitations were established within which the approximate method (neglecting corrections to r.j.d.’s) provides sufficient accuracy compared with the exact method (considering corrections to r.j.d.’s) for practical design purposes. The results in both cases were found to vary with the variation of the parameter t^2 * L^4 / (h^2 * d * a^2) The correction curves from the variations of the results obtained by both methods were plotted. The use of these curves in addition to the approximate method therefore gives the results obtained by the exact method.
Year1965
TypeThesis
SchoolStudent Research Before 1979
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Dr. L.B. Kriz;
Examination Committee(s)Dr. A.R. Cusens;Dr. W.J. Venuti;Dean Milton E. Bender, Jr.
DegreeThesis (M.Eng.) - SEATO Graduate School of Engineering


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