A closed-form coefficients expansion method for recovering spatial-dependent load on the Euler-Bernoulli beam equation
碩士 === 國立臺灣大學 === 土木工程學研究所 === 105 === In the field of Civil engineering, the forced vibration of a bridge is a big issue. When discussing the behavior of a bridge, we can apply the Euler-Bernoulli beam theory to analyze it simply. There are several methods to analyze the Euler-Bernoulli beam equati...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2017
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| Online Access: | http://ndltd.ncl.edu.tw/handle/csmb2s |