Research Article
Finite Particle Method-Based Collapse Simulation of Space Steel Frame Subjected to Earthquake Excitation
Table 3
Partial internal force extreme values.
| | Analysis method | Reaction force of supporting #4 (N) | Z-direction shear force for the left end of element 22 (N) |
| | FEM | 9983.00 | −11387.50 | 3280.16 | −3209.82 |
| | FPM | 10465.56 | −11251.20 | 3268.76 | −3336.80 |
| | Relative error | 4.80% | −1.20% | −0.35% | 3.96% |
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