Research Article
Evaluation of Seismic Performance of Buildings Constructed on Hillside Slope of Doronka Village-Egypt
Figure 8
Straining actions of 2D building with different types of foundation system and slope angle with Northridge earthquake excitation with PGA equals 1 g.
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(a) Straining action on slope 45° |
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(b) Straining action on slope 25° |
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