In addition, the influence of concrete strength, beam and column flexural reinforcements on the load carrying capacity of substandard EBC joints are investigated.
Additionally, for safety ensuring in AIJ (2010), Eq. (3) with short-term allowable stresses can be used to design beam and column members under the short-term loading of a large-magnitude earthquake.
The FEA model is then used to construct the model of a typical full-scale CFST column to RC beam joint and perform analysis to the behavior of this joint in fire with respect to effects of parameters such as beam load ratio, column load ratio and beam to column linear stiffness ratio.
After having demonstrated that this model can predict the load deflection with good accuracy, a parametric study is conducted to evaluate the effect of the percentage of longitudinal reinforcement ratio of beams and columns on the load carrying capacity of the infilled RC frame.
The behaviors of three RC members were examined (a beam, beam-column section, and column under cyclic loading) by considering the changes in the constituent material properties due to neutron irradiation.
This system is comprised of one or more rocking cross laminated timber (CLT) walls with slip friction connections as the main lateral resisting system and steel beams and columns to resist against gravity loads.
