Sentence examples for behavior of these sections from inspiring English sources

This chapter describes the behavior of these sections, demonstrating their structural advantages using testing and finite element method modeling.

This analysis, including both material and geometric non-linearity, is then used to assess the post buckling behavior of these sections.

Thus, the behavior of these sections can be described by Rouse's model 52) that predicts G′ = G′′ ∝ ω1/2.

Diagrams are presented showing buckling behavior of the section by accounting rotational and lateral restraints.

The behavior of angle sections under biaxial bending is complicated.

This paper presents a numerical study concerning the behavior of hollow sections steel portal frames exposed to fire.

Multi-segmental hardening/softening behavior of critical sections is incorporated in a direct and efficient manner in the yield condition.

In addition, forced vibration cases are simulated to investigate the aeroelastic behavior of rectangular sections with a high aspect ratio.

Empirical relationships derived from experimental data are used to model the cyclic behavior of steel sections using probabilistically distributed parameters that include intra- and inter-component correlation.

Constant stress in the tensile reinforcement under sustained load is assumed, according to experimental observations and the results of numerical simulations on the time-dependent behavior of cracked sections.

This paper reports the results of an investigation into web crippling behavior of channel sections subjected to end-one-flange (EOF), interior-one-flange (IOF), end-two-flange (ETF) and interior-two-flange (ITF) loading conditions.