rule in dynamio properties was verified by using the results of stat 童 c and dynamic tests on 4 single elements of walls and 3 cDmbination wails of those elementS . ln comparison betWeen the sum 。fthe load on the single wal1 elements and the load on the combination walls , 血 e 鯢 ow g 鵬 nds w 鶲 cem ω 血 釦 y combin 缸 ions . When the displacement ofthe walls was smal1 , the sum of the load on 血 e elements w 鶲 a litde h正 帥 er 止 an the one on 血e combination walls , As 山e displacement became larger ,

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... t grad 岨 ny beoame lower lhan 重 he combinatlons . When the disptacement became large enough , it went beyond the combinatiens again . In 血 e case of the combina し ion wall wilh gypsum board and brace , the maXimum load and the displacernent at the maximurn lead were 1 町 ger thar 曲 e sum of 血 e elements , because the gypsum board prevented 血 e buckling of 重 he bm , Moreover , as 血e chara 鵬 ris丘cs of 重 he Bi − 1血 ear models , the dynamic test resultS of the combination walls was more 重 h日n 止 e sum ofthe s圃 ctest τ esul 総 of 止e elemen 鰓 . Analyzing the seismic response 舳 the carnb 圃 on walls 瞰 were parallel mOdels ef the elements , no 五 xe 面 end was fbund and it didn ' t always tend ω be the same as 血e analysis wi 重 h the single eiemenIs ,