In nonlinear dynamic analyses of RC structures based on fiber-based discretization of member cross-sections, the constitutive model used to represent the cyclic behavior of reinforcing steel typically plays a significant role in controlling the structural response especially for nonductile systems. The accuracy of a fiber-section model is almost entirely dependent on the ability of both the con...

fiber reinforced polymers (frp) have widely used for the purposes of enhances strength and ductility of concrete columns. proper design of such hybrid columns, however, requires a better recognition of the behavior of concrete columns confined with frp. in this paper, the influence of frp thickness, concrete compressive strength, and column size on the performance of eccentrically loaded reacti...

Upgraded design standards coupled with the damage caused by natural disasters have led to development of smart materials potential modernize current construction practices. This investigation proposes a nonlinear finite element (FE) model for evaluating performance beam–column joints (RC-BCJ) reinforced shape memory alloys (SMA) and steel rebars. The was validated based on accredited experiment...

The majority of columns are subjected to a combination of an axial load and a bending moment in one or two directions. With a few exceptions, most of the research in the area of FRP wrapped columns have concentrated on the behaviour of concentrically loaded columns. This paper presents results of testing nine reinforced high strength concrete columns. The column specimens are circular in shape ...

The main objective of the study is to determine behavior built-up cold-formed steel (CFS) stub columns infilled with washed bottom ash (WBA) concrete and also their failure mode. Five proportions WBA as sand replacement in five specimens CFS are produced this study. There four parts testing conducted: material properties CFS, concrete, mechanical connection, columns. result shows that specimen ...