2010Low Temperature Architecture TechnologyRequires access

RESPONSE ANALYSIS OF DYNAMIC RESPONSES OF SIMPLY SUPPORTED BEAMS WITH UNIFORM HARMONIC LOADS

Lei Liang

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Abstract

For railway bridges,the load effect of irregularity lane and wheel weight imbalances is a moving harmonic force.The dynamic responses of simply supported beams with uniform moving loads are studied based on the kinematics equations and by taking the mass and speed of the moving object and the high order natural frequencies of the beam into consideration.

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For railway bridges,the load effect of irregularity lane and wheel weight imbalances is a moving harmonic force.The dynamic responses of simply supported beams with uniform moving loads are studied based on the kinematics equations and by taking the mass and speed of the moving object and the high order natural frequencies of the beam into consideration.

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Available abstract

For railway bridges,the load effect of irregularity lane and wheel weight imbalances is a moving harmonic force.The dynamic responses of simply supported beams with uniform moving loads are studied based on the kinematics equations and by taking the mass and speed of the moving object and the high order natural frequencies of the beam into consideration.

Key concepts: Harmonic, Beam (structure), Kinematics, Structural engineering, Natural frequency, Moving load, Dynamic load testing, Vibration

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