Parametric Analyses for Vertical and Torsion Dynamic Responses of Circular Foundation and Semi-Infinite Structural Transmitting Boundary
碩士 === 中華技術學院 === 土木防災工程研究所 === 96 === The objective of this research is to identify the rigid disk foundation subjective to the vertical and twisting harmonic forces and to construct the nondimensional parametric relations of dynamic responses with SASSI 2007 software package. An infinite boundary...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
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| Online Access: | http://ndltd.ncl.edu.tw/handle/89333758376065670529 |