Research Article
Study on Progressive Collapse Behavior of SRC Column-Steel Beam Hybrid Frame Based on Pushdown Analysis
Table 2
Different SRC column-steel ratio parameters for models (
)–(
).
| | Model | Steel size in 1–4 storeys (mm) (height × width × web × flange) | Steel size in 5–8 storeys (mm) (height × width × web × flange) | Steel ratio in 1–4 storeys (%) | Steel ratio in 5–8 storeys (%) |
| | () | | | | | | () | | | | | | () | | | | |
|
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