CUREe-Caltech Woodframe Project - Task 1.4.3 Seismic Behavior of Wood Cripple Walls
	Specimen#4: Level 2 ft. cripple wall subjected to the ordinary ground motion protocol (Krawinkler et al 1999) Tested on 08/18/00 Test Matrix: 66% bracing, 100plf gravity loading  (click photos to enlarge)
		Fully Assembled Test (North face)			Fully Assembled Test (South face)
		Close-up of bottom of east panel: note nails torn from the panel			Final Failure of specimen
	More photos before the testing (click to enlarge)
	Photos during and after the testing (click to enlarge)
	Lateral Force-Displacement Response of Specimen #4:
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