1.22 by 122 m (4 by 4)walls,and two 2.44 by 2.4 ted in this re the r m( OSB). Th plywed the e the gth pro nd 0.05 zfo 4 the c (SE (1988)1 failure ed a Fw shake table with tion h ply f sheathi two ood and six by2.4 (8 by 8 ft)pan t and waf In ed of t ng is p its and di and pro f resul effec TEST SPECIMEN 199d wall unde Specimens were built in with rate no 2.4 4m fr)walls 1y ally an in 2 by of do sing y 8 ft)walls d and d and mm (12 ir oth 309 side Ing 16 the ad of walls ed as the d on SpD te the ccts sing &d nail a2.44b 44m results )on center.The sam SEAOSC nc with the men thea副 da n dard8 by 8 ft wall. asing the test facilit TEST SETUP mine the respon a st 8mx8m黑244m位ea灯 mx9mmx232m91o mmxmm美4H Tina:2-16dend nd( FIG.1.Shear Wall Specimer JOURNAL OF STRUCTURAL ENGINEERING/JUNE 1998/687Downloaded 05 Jan 2009 to 222.66.175.206. Redistribution subject to ASCE license or copyright; see http://pubs.asce.org/copyright