the los of loa ized A ty wi ugh th 15 inue to degrade with continued constant amplitude y softhe damage her faigu of the stuc 60 the 20 Displacement (mm) edges.the top and the interior a.Plywood(PLY1) cant dama wn along the wall as tho this 01 25 室” rort of the allh。 Comparison of Static and Dynamlc Results 20 406083100120 o the 26 mm 2.2 Displacement(mm) (1.8 in. b.OSB (OSB2) (0.24 in.).this ng th Eao0oa52enwitologbsneaPwat to a d static on ind e to t teloadforhhPY ltimate load is d in les tha OSB ate for o the to,but he st s12 han the st OSB walls than the ply significant given the of the shear wall at a given displacementis Direct comparisons were made of the load-deformation JOURNAL OF STRUCTURAL ENGINEERING/JUNE 1998/69 222.66175.20Downloaded 05 Jan 2009 to 222.66.175.206. Redistribution subject to ASCE license or copyright; see http://pubs.asce.org/copyright