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This article analyzes the aeroconcrete wall of vertical ultimate load capacity.We make discussions about different spacing of the concrete structure colum, the different floor height, the different wall's thick.Then combining the result, we discuss the wall's ductility under the horizontal cyclic loads, the hysteresis loop and so on. Finally,we study the hole wall earthquake resistance performance under the central load and the non-central load function. Comprehensive all results, the improving methods are presented for your consideration. © (2011) Trans Tech Publications, Switzerland.
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