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The modification factor of member [=1.3 in Eqs. (7) and (9)].
In this paper, overstrength, ductility and response modification factor of Buckling Restrained Braced frames were evaluated.
Subsequently, Chiu et al. (2014) suggested a modification factor of 0.35 (rather than the original modification factor of 0.51) for use in Eq. (3) for the shear crack strength of the HSRC beam specimens.
The site class is assumed to be C and the response modification factor of 3.0 is used.
Designed recommendations for the modification factor of concrete cover thickness, the modification factor of concrete cast depth, and the critical value of bond slip at both free and loaded ends were derived.
In addition, the suggested response modification factor of the wall sheathed with calcium silicate board is proposed for design purpose.
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Open image in new window Fig. 2 Modification factors of limestone reaction.
Open image in new window Fig. 20 Response modification factors of model structures.
The results showed that the design method is appropriate, including the seismic force modification factors of Rd=2 and Ro=1.3.
In this study seismic performance and the behavior factors such as overstrength factors, ductility factors, and the response modification factors of reinforced concrete SWS structures were evaluated.
The response modification factors of the structures designed for low-level seismic load were higher than those of the structures designed for higher seismic load.
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