NDLI: Analysis of strength reduction factor of RC frames

Content Provider	IEEE Xplore Digital Library
Author	Shuhe Wang Jubing Zhang Bo Song Runlin Yang Shengnan Huang
Copyright Year	2011
Description	Author affiliation: School of Civil and Environmental Engineering, University of Science and Technology Beijing, China (Shuhe Wang; Jubing Zhang; Bo Song; Runlin Yang; Shengnan Huang)
Abstract	The strength reduction factor is the key factor in determining design seismic force. The ductility reduction factor, overstrength factor and strength reduction factor of RC frames designed according to current Chinese seismic code are calculated. A method for calculating the ductility reduction factor are proposed based on capacity spectrum method. Nine RC frames with different heights and design seismic zones are calculated using pushover methods. It is concluded that the structures with higher design seismic level have lower reserve strength when they have the same heights, while the reserve strength will decreased with the increasing heights in the same design seismic level. The current Chinese seismic code are evaluated and some advices are proposed for its future modification.
Starting Page	6333
Ending Page	6336
File Size	302245
Page Count	4
File Format	PDF
ISBN	9781424494361
e-ISBN	9781424494392
DOI	10.1109/MACE.2011.5988489
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-07-15
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Vibrations RC frames Earthquake engineering Force Concrete Strength reduction factor Overstrength factor Pushover method
Content Type	Text
Resource Type	Article

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