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)...
| Những tác giả chính: | , , |
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| Định dạng: | Journal article |
| Được phát hành: |
Thomas Telford (ICE Publishing)
2017
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