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The objective of this paper is to conduct a group of hammer impact tests using scaled steel boxes and use the experimental results to validate the numerical models.
Modal survey testing based on the hammer impact method was performed, as well as response decomposition analysis using enforced excitation by means of the mechanical excitation mechanism itself.
Eight columns were dynamically investigated four times under subsequent impulsive loads (hammer impact test) for a total number of 32 dynamic tests.
This paper outlines drop hammer impact test results of a series of experimental programs of bare and FRP strengthened CFST specimens.
The collapse behavior of four kinds of hemispherical shell structures and their deformation modes under drop hammer impact are presented to investigate the effects of inner water on the response of the liquid-filled hemispherical shells.
In the Impulse Based Substructuring technique the Impulse Response Functions of the substructures can be gathered either from experimental tests using a hammer impact or from time-integration of numerical submodels.
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Experimental tests are then performed on harvesters loaded by hammer impacts.
The efficiency of the screen is measured in situ by means of hammer impacts on a foundation installed in front of the screen.
Additionally, hammer impacts on an instrumented floor section inside an operational building, as well as finite element model simulations, are used to evaluate the performance of the algorithm.
For a pair of force response time-histories generated by a force hammer impacting on a lightly damped structure, an exponential window is required to apply on both the force- and response-time histories when performing the Fourier transforms.
One specimen is set up to be hammer impacted on the mid-span section of the top chord between two K-joints, while another is loaded on the mid-span section of the top chord within the middle K-joint.
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