Figure 2.46 Seated moment connection of exterior girders to exterior columns ABAQUS model

from University of Alaska Building 7 Report

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Figure 2.46 Seated moment connection of exterior girders to exterior columns ABAQUS model.

2.5.2.2 Connection Nonlinear Analysis Results Figure 2.47 through Figure 2.53 show our connection nonlinear analysis results. Figure 2.47a through Figure 2.53a show the moment-rotation response, and Figure 2.47b through Figure 2.53b show the shear-displacement response. In each figure, the blue line is the actual behavior of the connection and the red dotted line is an approximation of the actual (nonlinear) behavior to enable us to mathematically approximate the behavior under load with a high degree of computational efficiency.

Figure 2.46 Seated moment connection of exterior girders to exterior columns ABAQUS model

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Figure 4.20 Velocity comparison between Chandler measurement (green plotted line) and UAF simulation (red plotted line). Bold green trend line illustrates free fall

Figure 4.17 (a) Comparison of simulated collapse to perspective 1; (b) comparison of simulated collapse to perspective 2

2.7 Summary and Conclusion

3.2.2 Girder A2001 Web Stiffeners Prevent Flange Failure and Girder Walk-off

Table 2.3 Comparison of UAF and NIST Modeling

4.6 Results of Core Column/Exterior Column Failure Analysis

2.6.2 ABAQUS Analysis

3.2.3 Lateral Support Beams Prevent Beam Buckling

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University of Alaska Building 7 Report