Research on the Seismic Performance of Straw Panel-Infilled Concrete Frame by Shaking Table Test

Table 8

Displacements and story drifts of numerical models when the first failure hinges appeared.

Framework	Displacement (mm)			Interstory displacement (mm)			Story drift
	1st floor	2nd floor	3rd floor	1st floor	2nd floor	3rd floor	1st floor	2nd floor	3rd floor
Straw frame	20.40	40.64	45.74	20.40	20.24	5.10	1/49	1/50	1/196
Brick frame	26.03	27.06	27.49	26.03	1.03	0.43	1/39	1/971	1/2326