Finite-element modelling for the assessment of tunnel-induced damage to a masonry building
The likely severity and extent of cracking damage in existing masonry buildings caused by shallow tunnelling in urban areas is typically assessed in practice using a phased sequence of calculations of increasing complexity. If initial assessments (e.g. with the building modelled as an elastic beam)...
Main Authors: | , , |
---|---|
Format: | Journal article |
Published: |
Thomas Telford (ICE Publishing)
2017
|