The Damage Characteristic Influence and the Seismic Measure Research on the Frame Structure by the Filler Wall

Abstract:

The paper analyses the damages of the frame structure with bottom weak layer considering of Wenchuan earthquake. The analysis result indicates the current design method "pure frame" is imperfect. The related research shows that important reason for the bottom weak layer’s breakage is the stiffness mutation which is caused by the filler wall. If we arranged partial shear wall structure in the bottom weak layer, the adverse effects of stiffness mutation will be decreased, and improve the seismic performance of the frame structure with bottom weak layer.

• Periodical: Advanced Materials Research (Volumes 243-249)
• Pages: 447-452
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.243-249.447
• Online since: May 2011
• Authors: De Jian Yang, Sai Lan Mao
• Keywords: Feasibility, Shear Wall, Stiffness Mutation, Weak Layer

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