Analysis of Top Chord Buckling in Half-through Truss Bridges
碩士 === 大漢技術學院 === 土木工程與環境資源管理研究所 === 106 === This study uses SAP2000 for non-linear buckling analysis, validates the predecessors' theoretical equation for the effective length and critical buckling force of a top chord in half-through truss bridges, and proposes non-linear buckling to calculat...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2018
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| Online Access: | http://ndltd.ncl.edu.tw/handle/wp7dr2 |