EQUIVALENT MASS-SPRING MODELING METHOD FOR SUPER-TALL BUILDINGS OF INCREASING HEIGHT (PART 2):SHEAR AND BENDING COMPONENTS SEPARATING METHOD FOR THE BUILDING RESPONSES USING A NEW BENDING-SHEAR MODEL
In this paper, we study applicability of the proposed modeling method for bending-shear model to various frame types. The Height of target building models are 80m to 400m, as well as three different structural frames such as moment resisting frame, center core frame and outrigger frame combined with center core. This modeling method is based on dynamic characteristics regardless resistance forces of complicated member. Therefore, we confirmed that the proposed method can be applied and obtained high modeling accuracy for various frame type building models.
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