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International Scholarly Research Notices
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2014
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Article
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Fig 7
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Research Article
Evaluation of Seismic Performance of Buildings Constructed on Hillside Slope of Doronka Village-Egypt
Figure 7
Straining actions of 2D building with different types of foundation system and slope angle with El Centro earthquake excitation with PGA equal to 1 g.
(a)
Straining action on slope 60°
(b)
Straining action on slope 45°
(c)
Straining action on slope 25°