Study on Evaluating the Seismic Performance of Building According to Detail Seismic Condition

Abstract:

In the performance- based seismic design, seismic performance of building is differently evaluated according to variant seismic conditions. Most of the application programs for structural design (ETABS, SAP, MIDAS, ANSYS etc.) calculate the performance points of building according to Federal Emergency Management Agency（FEMA）, Applied Technology Council -40 (ATC -40)’s seismic building code and parameters. On this paper, we evaluated the seismic performance of building according to our national seismic building code[1] and parameters and maked suggesti- -ons on the design practice.

• Periodical: Applied Mechanics and Materials (Volume 777)
• Pages: 121-129
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.777.121
• Online since: July 2015
• Authors: Wen Yi Zheng*, Jing Zhe Jin, Hai Gong, Peng Pan
• Keywords: Capacity Spectrum, Demand Spectrum, Performance Objectives, Seismic Performance

References

[1] Seismic Design Code of Building, D. P. R. Korea, (2010).

[2] FEMA-273. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA, Washington, D.C. , (1997).

[3] FEMA-274. NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, FEMA, Washington, D.C. , (1997).

[4] ATC-40. Seismic evaluation and retrofit of concrete buildings, ATC, California, (1996).