The Optimum Method for Cross Section Design and Structural Analysis of Concrete Gravity Dam
碩士 === 國立屏東科技大學 === 土木工程系碩士班 === 87 === The optimum cross-section design for the non-overflow section of concrete gravity dam with size, stress and system stability constraints is presented. The optimization technique employed is based on the multipliers method. The dimensions of the da...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1998
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| Online Access: | http://ndltd.ncl.edu.tw/handle/03470461095168502284 |