Analysis of Dynamic Response and Fatigue Life of Masonry Pagoda under the Influence of Train Vibration

Table 6

Stress peaks under various loads.

Load	Maximum compressive stress		Maximum tensile stress
	Stress (MPa)	Location	Stress (MPa)	Location
Gravity	1.39	The top of the door hole in the inner wall of the 1^st floor	0.476	The solid column at the center of the 1^st floor
Train	3.23 × 10^−5	Foundation	3.10 × 10^−5	The bottom the door hole in the inner wall of the 1^st floor