Finite Element Analysis of Steel Braces With Spliced Mid-Segment under Cyclic Loading
碩士 === 國立交通大學 === 土木工程系所 === 106 === Conventional steel brace dissipates energy by its tension yielding and compression buckling. Most of the inelastic deformation of a buckling brace concentrates in the mid-length. This region dissipates most energy in a brace under cyclic loading, but it is also v...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2017
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| Online Access: | http://ndltd.ncl.edu.tw/handle/hsmf98 |