COMPUTATIONAL MODELLING OF MASONRY, BRICKWORK AND BLOCKWORK STRUCTURES
Edited by: J.W. Bull
Chapter 10
Historic Masonry Structures
E.A.W. Maunder and W.J. Harvey
Department of Engineering, University of Exeter, United Kingdom
Computational techniques are considered in this Chapter in the context of
structural assessment. Techniques are focused on fundamental levels of
investigation which aim to establish feasible states of equilibrium by
methodologies which encourage interaction between the engineer and the computer. The
computational models presented are based on primitive finite element concepts
which are developed with a hierarchy of characteristics relating to equilibrium
elements. The techniques described involve the determination of thrust lines for
skeletal structures with the aid of spreadsheets, the optimization of general
thrust line solutions by limit analyses, and the use of conventional finite
element models with adaption of mesh topology to simulate cracking. All these
techniques are illustrated by case studies involving actual historic structures.
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