Contribution of Shear Connections to the Lateral Stiffness and Strength of Steel Frames PDF
150 Pages·2011·2.94 MB·English
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Preview Contribution of Shear Connections to the Lateral Stiffness and Strength of Steel Frames
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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
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