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Improvements in the accuracy of the results andthe efficiency of the analysis for plates with openings have beenachieved.The second program is for the full range analysis of steel platesand reinforced concrete slabs up to collapse.
The modified Newton-Raphson with load control and displacement control methods isused to trace the structural response up to collapse.
The linesearch technique has been included to improve the rate ofconvergence in the analysis of reinforced concrete slabs.
From comparison of the computed and observed responses conclusions have been drawn which have implications for the general application of finite element analysis to geotechnical problems; parameter selection or numerical analyses; and the essential requirements of the soil model for predicting soil behaviour.
In chapters 3, 4 and 5 the main concern of analyses was to reproduce the observed settlements, lateral displacements and excess pore water pressures induced within the soft clay foundations.
The analysis cantrace the load-deflection response up to collapse includingsnap-through behaviours.