Advances in Civil Engineering / 2011 / Article / Tab 2

Research Article

Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame

Table 2

Details of beam B2.

CaseLocationSway directionMu, KN-m (k-ft)Reinforcement providedAs, mm2 (in2)pi Mn, KN-m (k-ft)Mpr, KN-m (k-ft)

1Exterior end Left−448.02 5-No 82,548.38−483.175−658.93
Negative moment(−330.44)(3.95)(−356.35)(−485.97)

2Exterior end Right−448.02 5-No 82,548.38−483.175−658.93
Negative moment(−330.44)(3.95)(−356.35)(−485.97)

3Exterior end Right295.64 4-No 82,038.71323.23443.75
Positive moment(218.05)(3.16)(238.38)(327.27)

4Exterior end Left295.64 4-No 82,038.71323.23443.75
Positive moment(218.05)(3.16)(238.38)(327.27)

5Midspan83.91 2-No 8
Positive moment(61.89)

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