Steel‐concrete composite moment frames have been shown to be an effective alternative for
use as the primary seismic force‐resisting system of building structures. However, little data …

Moment resisting frames are commonly used as the dominant mode of lateral resisting
system in seismic regions for a long time. Beams, columns, and beam-column joints in …

This paper presents the performance based seismic assessment and economic loss
evaluation of reinforced concrete (RC) moment resisting frame (MRF) structures built using …

The existing seismic provisions across the world account the non-linear response of a
structure in a linear elastic design implicitly using a constant behavior factor, or response …

This paper presents an evaluation in terms of constructability, cost, and seismic performance
of an alternative structural system for high seismic risk zones made of composite reinforced …

This paper shows the feasibility of composite MR frame structures with partially encased
columns and partial strength beam-to-column joints to provide strength and ductility. In …

Seismic performance of reinforced concrete moment resisting frames with setback based on
Iranian seismic code Page 1 International Journal of Civil Engineering, Vol. 12, No. 1 …

Moment resisting frames (MRF) are typically classified as “ductile”,“nominally ductile”, and
“GLD”(Gravity Load Designed). The seismic performance of these structures can be …

Simple empirical expressions to estimate maximum seismic damage on the basis of four
well known damage indices for planar regular steel/concrete composite moment resisting …

The main objective of the research presented in this paper is to study the bending behaviour
of Concrete Filled Steel Tube (CFST) columns made with Rubberized Concrete (RuC), and …