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Um modelo semi-analítico em elementos finitos para interação inercial em análise sísmica
A semi-analytic finite element model for seismic inertial analysis of structures with pile foundation is presented here. The properties of the elements are stablished through the elastic Mindlin's formula. The results of the analysis of a typical vent stack of a nuclear power station, for a si...
में बचाया:
| मुख्य लेखक: | |
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| स्वरूप: | Dissertação |
| भाषा: | Português |
| प्रकाशित: |
Universidade Federal do Rio de Janeiro
1980-07
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| विषय: | |
| ऑनलाइन पहुंच: | http://hdl.handle.net/11422/3003 |
| टैग : |
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