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The purpose of this thesis is to investigate the earthquake- resistant behavior of different high-raise building structural systems applied to slitted shear wall. By way of NEWMARK direct integration method non-linear dynamic analysis , this thesis discusses roof displacement, middle column and wall shear force ,energy absorbing,failure mechanism of super frame ,super column and pure frame system. The analyticial examples which is input twozones of art ificial motion are two different spansof planar structures and compared earthquake-resistantbehaviors. Acrroding to this thesis, the results are: 1.The slitted shear wall system may reduce roofand floor relative displacement. 2.The major energy of pure frame is absorbed by viscosity but the slitted shear wall system is absorbed by viscosity and strain. 3.The more small earthquake-force is , the more simulate property of traditional shear wall is.When earthquake force becomes largeness,the slitted shearwall's earthquake-resistant ability is by duc-tility. 4.The failure condition of input the outside taipei basin zone is more then Hwalein zone . 5.At the original condition,the more thick,the morebetter ability of earthquake resistant.
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