… response modification factors of 25 special moment-resisting frames (SMRFs) buildings. The
main weakness of the force-based design approach is that a predefined behaviour factor is …

… In this paper, current European seismic design provisions for steel moment-resisting frames,
considering different ductility classes, were investigated. A set of 30 buildings, located in 4 …

… This paper reports on a study performed on steel moment-resisting frame buildings with the
… if the behaviour factors (or seismic performance factors) proposed by EC8 for steel MRFs are …

… about the behavior factor of steel moment-resisting frames in similar analysis method given
in this study. Moreover, they work on 3-, 5- and 9-story steel moment-resisting frames for PO …

… columns do not necessarily reflect the column behavioral … thresholds, while the confidence
factors reduce the capacity of … -code designed structures, as the stiffness of the gravity frame …

… using a constant behavior factor, or response reduction factor (R). However, this factor (R)
does … to the higher inherent reserve inelastic capacity of the Indian code designed RC frame. …

… In this study, the behavior of composite moment resisting frames (CMRFs) with concrete
filled steel tube (CFST) columns and … Behaviour factor of code-designed steel moment-resisting …

… applying a response modification factor called behavior factor (R) … frames will show
better behavior as compared with intermediate ones as a whole. Of course, even new-code-designed …

… study on the nonlinear behavior of the superstructure of base-… must be multiplied by at least
a factor of 1.8 until the structure … code-designed base-isolated steel moment-resisting frames, …

… factors for steel moment resisting frames by multiplying ductility factor (R µ ) for SDOF systems,
MDOF modification factor (R … collapse behavior is expected in moment resisting frames if …