Research Article

Soil-Structure Interaction Effect on Fragility Curve of 3D Models of Concrete Moment-Resisting Buildings

Table 6

Comparison between MAF of collapse obtained from (6) and (7) in studied building with fixed base.

Number of storiesNumerical integration equation (6)Closed-form solution equation (7)
Fitted using data points in the vicinity of Fitted using all data points of hazard curve

6-story1.2882 × 10−41.0724 × 10−41.4751 × 10−4
12-story1.1436 × 10−49.3398 × 10−51.3024 × 10−4
18-story8.785 × 10−56.911 × 10−59.9589 × 10−5