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Simplified Procedure for the Seismic Analysis of Asymmetric Frame Structures Subject to Two-Directional Horizontal Earthquake
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    Abstract:

    Based on the assumption of rigid slab,and regarding the displacements in x and y and the rotation by z in each floor's mass center as DOFs,the asymmetric frame structure was simplified as the rigid-body-string model.The space frame was divided into some p

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