Research Article
Design and Model Test of a Modularized Prefabricated Steel Frame Structure with Inclined Braces
Table 2
Comparison between stability formulas and finite element analysis (positive load).
| Member number | Equivalent stress by stability formulas (5)~(10) | Equivalent stress by finite element analysis considering defects |
| 19 | 310 | 345 | 33 | 323 | 335 | 18 | 325 | 345 | 20 | 307 | 345 |
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