Research Article
Finite Particle Method-Based Collapse Simulation of Space Steel Frame Subjected to Earthquake Excitation
Figure 31
Collapse diagram of steel frame at various times.
(a) t = 0.0 |
(b) t = 2.1 |
(c) t = 2.6 |
(d) t = 3.4 |
(e) t = 3.8 |
(f) t = 4.0 |