QUANTIFICATION OF PERFORMANCE LEVELS FOR HIGH-RISE STRUCTURE WITH STRENGTHENED STORIES

Yang Ke-jia; Liang Xing-wen; Li Bo

doi:10.13204/j.gyjz200712018

Volume 37 Issue 12

Dec. 2014

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Yang Ke-jia, Liang Xing-wen, Li Bo. QUANTIFICATION OF PERFORMANCE LEVELS FOR HIGH-RISE STRUCTURE WITH STRENGTHENED STORIES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 76-80,99. doi: 10.13204/j.gyjz200712018

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QUANTIFICATION OF PERFORMANCE LEVELS FOR HIGH-RISE STRUCTURE WITH STRENGTHENED STORIES

doi: 10.13204/j.gyjz200712018

1.
Civil Engineering Institute,Xi'an University of Architecture and Technology Xi'an 710055

Received Date: 2007-07-01
Publish Date: 2007-12-20

Abstract

Abstract

Performance based seismic design is being applied in super tall buildings and complicated high- rise structures. But the quantified definition of performance levels for different type of structures is lacking so far.Based on analyses of relevant data, this paper established the interstory displacement calculating method and quantified performance levels of high- rise structures with strengthened stories considering the mechanical property of this kind of structures, which provide reference on structural performance levels for performance based seismic design of high-rise structures with strengthened stories.
- erformance based seismic design,
- performance level,
- high-rise structures with strengthened stories interstory drift,

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References

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