Adaptive Mesh Refinement for Analysis of Damage in Quasi-brittle Material Using an Improved Local Damage Model

Abstract. This paper presents an adaptive mesh refinement for analysis of damage in quasi-brittle material

Evaluation of Stiffness Loss Indicators using Displacement Influence Lines for Homogeneous Beams

In this work, the simple girder and continuous beam with two spans—two popular types of

A machine learning model to predict the lateral-torsional buckling critical moment of I-shaped steel beams according to draft Vietnamese standard TCVN 5575:202X

The draft Vietnamese steel structure design standard TCVN 5575:202X is nearly issued with many changes