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A finite difference method for the static limit analysis of masonry domes under seismic loads |
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| Authors: | Nodargi Nicola A Bisegna Paolo |
| Institution: | 1.Department of Civil Engineering and Computer Science, University of Rome Tor Vergata, Rome, Italy ; |
| Abstract: | Meccanica - The static limit analysis of axially symmetric masonry domes subject to pseudo-static seismic forces is addressed. The stress state in the dome is represented by the shell stress... |
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