Seismic Behavior of Turbine-Generator Foundation under Strong Earthquake Action in Different Directions

Table 2

Material test results (MPa).

Material	Location		Specimen 1	Specimen 2	Specimen 3
Concrete	Base plate		44.2	45.7	40.0
	Column		43.2	47.7	44.9
	Platform		44.1	42.9	44.5
Reinforced bar	10	fy	395	394	382
		fu	555	515	540
	16	fy	450	455	460
		fu	655	655	685
	20	fy	430	445	445
		fu	555	550	555