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Comparative analysis of dynamic characteristics of Intake Towers based on Pseudo-Static and Response Spectrum Method
Author(s) -
X. T. Li,
Si Yu Zheng,
Lingzhi Huang,
Xinzhong Du,
Binghui Huangfu,
C. Y. Li
Publication year - 2019
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/295/4/042128
Subject(s) - response spectrum , displacement (psychology) , structural engineering , tower , static analysis , stress (linguistics) , spectral density , response analysis , mathematics , engineering , statistics , psychology , linguistics , philosophy , psychotherapist
This study analyses the intake tower of a pumped storage power station in a dynamic way. The pseudo-static and response spectrum methods are used to obtain the stress–displacement distribution of the intake tower structure under normal water storage conditions. The extreme values of stress and displacement in the X, Y and Z directions and the differences of their locations are comparatively analysed. The path of the maximum principal stress of the protruding part is finally obtained. Results show that under seismic conditions, the pseudo-static and response spectrum methods can reflect changes in stress. The pseudo-static method is relatively safe, but using the response spectrum method out of reach of an anti-seismic location is more reasonable. The research results can serve as a reference for the structure design of intake towers.

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