Research Article
Finite Particle Method-Based Collapse Simulation of Space Steel Frame Subjected to Earthquake Excitation
Figure 22
Collapse process of space steel frame.
(a) t = 0.0 s |
(b) t = 1.0 s |
(c) t = 1.5 s |
(d) t = 2.0 s |
(e) t = 3.5 s |
(f) t = 4.0 s |