This paper presents an enhanced fiber-based approach for the seismic analyses of the
behavior of steel structural members. This approach is built based on the framework of the …

The fracture behaviour of concentrically loaded circular hollow section (CHS) bracing
members under extremely low cycle fatigue (ELCF) is examined in this paper. Finite element …

The fundamental behaviour of stainless steel tubular hollow section members under axial
cyclic loading is presented in this paper. An experimental investigation on eight test …

This paper presents an experimental investigation on concrete-filled steel tubular beam-
columns with octagonal cross-sections (OCFST) under cyclic lateral loading with or without …

This paper examines the extremely low cycle fatigue (ELCF) fracture of concentrically
loaded square hollow section (SHS) braces subjected to cyclic loading. Numerical analyses …

Abstract In Hollow Structural Section (HSS) column, webs are available at both ends of
column flanges. Thus, there is an offset between webs and a gusset plate connected to the …

Hollow structural section (HSS) and concrete‐filled tube (CFT) cross‐sections have been
widely employed in the columns and braces of special concentrically braced frames …

This study adopts experimental, numerical, and algorithmic methods to investigate the
compressive behavior and failure mode of corroded circular steel tube short columns. The …

Abstract In Special Concentrically Braced Frames (SCBFs) with Concrete-Filled Tube (CFT)
columns, brace force must be transferred through beam–brace–column joint and thereafter …

A comprehensive non-linear analysis of EHSs under extremely-low-cycle fatigue (ELCF)
loading is necessary to accurately assess their cyclic energy dissipation, which is one of the …