| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 566516 | Advances in Engineering Software | 2009 | 5 Pages |
Abstract
Complex method is used to study the optimization of geometric shape of Xiamen concrete masonry double-curved arch dam. It is not only solved that part tensile stress of the preliminary scheme exceeds allowable stress, but also the volume of dam body is reduced by 6%. At the same time, the upper arch ring becomes flat and the sliding stability of rock mass at dam abutment is met.
Related Topics
Physical Sciences and Engineering
Computer Science
Software
Authors
Xiao-fei Zhang, Shou-yi Li, Yao-long Chen,