1990•The Journal of the Acoustical Society of AmericaRequires access

Moving load on a Timoshenko beam

Seroj S. Mackertich

Abstract

This paper presents the dynamic response of a simply supported beam excited by moving loads based on the Timoshenko beam theory with corrections for the shear-deformation and rotatory inertia effects. Numerical results for various velocities of moving loads are given, and results are compared with the response of a Bernoulli-Euler beam theory.

About this research paper

What this paper is about

Why it matters

OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Key concepts: Timoshenko beam theory, Beam (structure), Moving load, Inertia, Rotary inertia, Euler's formula, Bernoulli's principle, Physics