Author(s)

Zunli Teng

Corresponding Author

Zunli Teng

Abstract

This article is based on The finite element model of five steel-reinforced concrete column and steel beam joint specimens was established on the platform. The comparison results of hysteresis curve, skeleton curve and steel stress distribution state were analyzed, and the ductility of the beam-column joints, concrete strength grade and beam-column joints were analyzed. The three dimensions of bearing capacity are discussed in depth for the seismic performance of steel-reinforced concrete columns and steel beam joints.

Keywords

Steel Reinforced Concrete; Beam-Column Joint; Seismic Performance