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About Contribution of Shear Connections to the Lateral Stiffness and Strength of Steel Frames
Appendix E: Prototype Building #2 PR Hinge Parameters and Raw Data. As seen in Figure 1.1 from the AISC (2005) Steel Construction Manual, the was made of A572 Grade 50 steel, while the beam was made of A36 steel default FEMA-356 (2000) hinge properties and pushover analysis with
Detailed Information
| Author: | Unknown |
|---|---|
| Publication Year: | 2011 |
| Pages: | 150 |
| Language: | English |
| File Size: | 2.94 |
| Format: | |
| Price: | FREE |
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