The Contrast of Reduction of Seismic Response in Seismic Specification between China and Japan Caused by Equivalent Damping Ratio

Abstract:

The increase in the structural damping ratio can make the degree of seismic response lower, while the damping ratio causes the seismic response differently in the different national specification. The paper first introduces the principle of equivalent damping ratio of the seismic response calculation methods in seismic specification of China and Japan, then analyzes and compares reduction of seismic response caused by the equivalent damping ratio in seismic specification of China and Japan by calculating data.

• Periodical: Advanced Materials Research (Volume 740)
• Pages: 721-727
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.740.721
• Online since: August 2013
• Authors: Wen Jing Nie, Yu Bai, Hao Wei Kuang
• Keywords: Equivalent Damping Ratio, Proposed Acceleration Response Spectrum, Seismic Response, Seismic Specification

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