03239cas|a2200421 a 4500 20260818144550.0 040299s1985 th uu|m rtt 0| a1eng d .b10384522 AIT Thesis no.GT-84-27 Phanuwat Suriyachat Iterative solution for beams on nonlinear subgrades Bangkok : Asian Institute of Technology, 1985 96 p. Thesis ; no. GT-84-27 A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology Thesis (M.Eng.) - Asian Institute of Technology, 1985 The analysis or beams resting on elastic foundation has been a topic of general interest for engineers. The present thesis also deals with this problem taking into account the nonlinear response of the subgrade on which the beams are resting. An iterative procedure is presented by taking the actual pressure versus settlement data from plate load test and the soil behaviour which in nonlinear incorporated into analysis. The various cases studied for uniform beam are: (i) Free-Free beam with Load at free ends, (ii) Free-Free Beam with Moment at free ends, (iii) Free-Free Beam with Load at mid span, (iv) Fixed-Fixed Beam with load at mid span, (v) fixed-Fixed Beam with Uniformly Distributed load. The analysis of tapered circular cross-section beam resting on bilinear foundation are presented in two cases: (i) Free-Free Tapered Beam with Load at free end, (ii) Free-Free Tapered Beam with Moment at free end. The governing differential equation along with boundary conditions for various cases are converted in nondimensional parameters. Various nondimensional parameters are assigned numerical values covering a wide range to study the effect of these parameters on the flexural response of beams. Based on these numerical results, non-dimensional charts have been presented which can be used for design purpose. Girders Mathematical models Chandra, Sarvesh, Chairperson Balasubramaniam, A.S., Examination Committee Bergado, Dennes T., Examination Committee Danish International Development Agency, Denmark, Scholarship Donor Asian Institute of Technology. Thesis ; no. GT-84-27 Full-Text http://203.159.5.9/ait-thesis/detail.php?q=B20070 .b10384522 mnait u 240709 2 951012 m a u 0 mnait mnait mnarc 22 20 40 Barcode : 30050120332142 CREATED : 2014-10-03 RECORD # : i12769769 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 Barcode : 30050120333819 CREATED : 2014-06-05 RECORD # : i12797285 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 Barcode : 30050160052766 CREATED : 2016-05-19 RECORD # : i1298324x LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 65602 65602 0 0 0 0 MAIN MAIN mnait 2026-08-18 50.00 0 AIT Thesis no.GT-84-27 30050120332142 2026-08-18 14:45:50 3 2026-08-18 22 0 0 0 0 MAIN MAIN mnait 2026-08-18 50.00 0 AIT Thesis no.GT-84-27 30050120333819 2026-08-18 14:45:50 4 2026-08-18 20 0 0 0 0 MAIN MAIN mnarc 2026-08-18 0 AIT Thesis no.GT-84-27 30050160052766 2026-08-18 14:45:50 1 2026-08-18 40