Seismic Performance Evaluation of a Super-Tall Building Structure

Abstract:

This paper carried out the seismic performance evaluation of a super-tall hybrid structure. The hybrid structure consists of steel reinforced concrete (SRC) frame and reinforced concrete (RC) core wall. Based on the characteristics of the structure, the structural system, seismic performance objectives and seismic measures are presented. Moreover, the elastic response spectrum analysis, elastic and elasto-plastic dynamic analysis are performed to evaluate the seismic behavior of the structure at different seismic hazard levels. The conclusion can be drawn that through the seismic measures taken in the paper, the super-tall structure could generally achieve the seismic performance objectives.

• Periodical: Advanced Materials Research (Volumes 446-449)
• Pages: 2357-2360
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.446-449.2357
• Online since: January 2012
• Authors: Ying Zhou, Lei Hong
• Keywords: Dynamic Analysis, Performance Objectives, Seismic Evaluation, Super Tall Building Structure

References

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[2] Technical Specification for Concrete Structures of Tall Building (JGJ3-2010): Beijing: China Architecture & Building Press, 2011 (in Chinese).

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