Experimental and numerical study of the dynamic behaviour of masonry circular arches with non-negligible tensile capacity
Continuous arches and vaults made of cohesive materials with low but nonzero tensile strength, such as Roman concrete, are a common feature in historic and monumental structures, many of them sited in earthquake-prone regions. The effect of tension capacity on the dynamic behaviour of masonry vaulte...
| Main Authors: | , , , |
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| Format: | Journal article |
| Published: |
Mathematical Science Publishing
2019
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