Asymmetric components, such as asymmetric U-shaped beams and steel rails, are used in
track engineering and bridge construction, often resulting from construction errors …

This paper presents the frequency domain formulation of the Green's Functions Stiffness
Method (GFSM) for plane Euler–Bernoulli frames subjected to arbitrary external loads …

This paper presents a novel method for analyzing the dynamic response of plane Euler-
Bernoulli frames with semi-rigid connections subjected to arbitrary external loads and …

This paper presents the Green's Functions Stiffness Method (GFSM) for solving linear elastic
static problems in arbitrary axially non-uniform Timoshenko beams and frames subjected to …

Structural analyses of buildings using beam-column finite elements are typically performed
using procedures based on rotation polynomials truncated to the second order. This …

This paper presents a method to obtain the exact closed-form solution for the static analysis
of Timoshenko beams and frames on elastic Winkler foundation, subjected to arbitrary …

The concrete-filled steel tube (CFST) X-column comprises two intersecting steel tubes filled
with concrete, having irregular cross-sections that vary along its length, leading to variation …

This paper gives its contributions in four stages. First, we propose the analytical expressions
of power spectrum density (PSD) responses and cross-PSD responses to seven classes of …

The current article introduces a Petrov–Galerkin method (PGM) to address the fourth-order
uniform Euler–Bernoulli pinned–pinned beam equation. Utilizing a suitable combination of …

In this study, the dynamic behaviour of beams with variable cross-sections subjected to time-
dependent loads is analyzed using the Complementary Functions Method (CFM). The …