This study focuses on the analysis of the tapered beam–column having functionally graded
section. By using two different methods, the substantial effects of the coupling–extensional …

In this paper, the lateral-torsional buckling of axially-transversally functionally graded
tapered beam is investigated. The structure cross-section is assumed to be symmetric I …

In this paper, the seismic behaviors of precast bridge columns connected with grouted
corrugated-metal duct (GCMD) were investigated through the biaxial quasi-static experiment …

This study deals with the Lateral-Torsional Buckling (LTB) of a mono-symmetric tapered I-
beam, in which the cross-section is varying longitudinally. To obtain the buckling moment …

Based on the Euler–Bernoulli beam theory, an analytical closed-form solution to the lateral-
torsional buckling moment of a bidirectional exponentially functionally graded …

By calculating the accurate solution of the governing differential equation for a non-prismatic
beam–column, the exact elemental stiffness matrix will be obtained. The Euler–Bernoulli …

The influence of shape memory alloy (SMA) reinforcement on the non-linear static and
dynamic responses of hollow-section concrete columns to earthquakes was investigated …

A numerical study to evaluate the reliability of 3D steel buildings with moment-resisting
frames (MRFs) at the perimeter and gravity frames (GFs) at the interior under the action of …

In this paper, static nonlinear analysis of gable frame is performed using OpenSees
software. Both geometric and material nonlinearities are considered in analyses. To …

A key component of steel structural design is the careful selection of structural modeling
joints in steel structures, as the behavior of the joints affects the structure's strength and …