Evaluation of Seismic Performance of Buildings Constructed on Hillside Slope of Doronka Village-Egypt

Table 2

Conclusion of model stable with different earthquake PGA.

Earthquake acceleration	Hillside slope angle	Static stability of slope only		Dynamic stability with constructed one building		Dynamic stability with constructed series building
		Tension stress	Compression stress	Tension stress under building	Compression stress under building	Tension stress under building	Compression stress under building
1 g	60°	No	Yes	Yes	—	Yes	—
	45°	No	Yes	Yes	—	Yes	—
	25°	No	Yes	No	Yes	Yes	—
0.50 g	60°	No	Yes	Yes	—	Yes	—
	45°	No	Yes	Yes	—	Yes	—
	25°	No	Yes	No	Yes	—	Yes
0.25 g	60°	No	Yes	Yes	—	Yes	—
	45°	No	Yes	No	Yes	Yes	—
	25°	No	Yes	No	Yes	—	Yes