The analysis of arched trussed bents by moment and thrust distribution
The neutral point of a truss-column joint can be determined very easily, using the thrust stiffnesses. Once the neutral point is determined the moment and thrust distribution about the neutral point may be performed quite rapidly, since the thrusts and moments converge more rapidly about the neutral...
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| Format: | Others |
| Language: | en_US |
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Virginia Polytechnic Institute
2015
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| Online Access: | http://hdl.handle.net/10919/53496 |