Bibliographic citations
Cabrera, A., (2016). Análisis del comportamiento dinámico ante vibraciones inducidas por rotación de la turbina hidráulica Francis, equipo de puente grúa y vibraciones sísmicas en el sistema estructural de la casa de máquinas de la Central Hidroeléctrica Machipicchu II Fase. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/697
Cabrera, A., Análisis del comportamiento dinámico ante vibraciones inducidas por rotación de la turbina hidráulica Francis, equipo de puente grúa y vibraciones sísmicas en el sistema estructural de la casa de máquinas de la Central Hidroeléctrica Machipicchu II Fase. [Tesis]. : Universidad Andina del Cusco; 2016. https://hdl.handle.net/20.500.12557/697
@misc{renati/18036,
title = "Análisis del comportamiento dinámico ante vibraciones inducidas por rotación de la turbina hidráulica Francis, equipo de puente grúa y vibraciones sísmicas en el sistema estructural de la casa de máquinas de la Central Hidroeléctrica Machipicchu II Fase.",
author = "Cabrera Glandeli, Alexandra",
publisher = "Universidad Andina del Cusco",
year = "2016"
}
Seismic design has developed through years allowing to adopt a building code, which pretends to control effects of this one. Usually we believe and trust that this load’s design is enough so the structure would be able to resist at the moment of facing different source loads. Hydropower´s house has been selected for this scope. Identifying dynamic and global response parameters plays a fundamental role and it is the main objective of this scope, In order to contrast dynamic properties and global structural response. It has been done a dynamic analysis, which has supported the results to evaluate the effects of vibrations generated on structural system. There are no meaningful differences concerning to dynamic responses. In the other hand, the comparison between different sources of vibration and seismic source allowed to show that the most influential force that the structure gets is the seismic one.
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