Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading (Q2511654)
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| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading |
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Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading (English)
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6 August 2014
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stone arches
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stereotomy
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minimum uplift acceleration
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limit state
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seismic analysis
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variational formulation
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earthquake engineering
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