Macaulay's methode toegepast met invloedslijnen
J.A.C. Jankie (TU Delft - Civil Engineering & Geosciences)
T.R. van Woudenberg – Mentor (TU Delft - Civil Engineering & Geosciences)
P.C.J. Hoogenboom – Graduation committee member (TU Delft - Civil Engineering & Geosciences)
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Abstract
Macaulay's method utilizes singularity functions to describe discontinue forces acting on beam structures. This method has been extended to determine internal forces and influence lines, making use of a single expression. The method can be applied to analyze all possible scenarios for both one-dimensional and two-dimensional constructions.