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About cyclic behavior of steel columns with combined high axial load and drift demand
inelastic rotation demand resulting from story drift. The reliability of The finite element program ABAQUS was used to model the steel column specimens. Figure 4.2 Specimen W14×132-35: Flange Local Buckling (West End).
Detailed Information
| Author: | James Newell |
|---|---|
| Publication Year: | 2006 |
| Pages: | 257 |
| Language: | English |
| File Size: | 16.74 |
| Format: | |
| Price: | FREE |
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