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Kai and Li (2012) carried out experimental and analytical studies of progressive collapse resistance on four full scale beam column assemblies, which were part of eight-storey building.
A micro scale beam of rectangular cross-section, for which the rate of twist introduced a bending bending coupling effect, is considered.
Single shot measurements are preferable for plasma accelerated beams, including emittance, while μm level and fs scale beam size and bunch length respectively are requested.
On the other hand, in the non-linear dynamic analysis of a whole frame, it is highly advantageous to make use of larger scale beam phenomenological models, from the point of view of both computational effort and output data processing.
Results are presented for the spectrum curve, the cut-off frequency, the phase speed and the group velocity of a propagating harmonic wave profile in the twisted micro scale beam.
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The experimental part of the project involved the testing of six near full scale beam-interior column assemblies under static cyclic loading to obtain information for seismic design.
The full scale beam-to-column connections were tested in the Structural and Earthquake Engineering Laboratory of Istanbul Technical University (ITU).
Full scale beams did not seem to be as affected by RCA content as small scale materials tests.
The structural effectiveness of the proposed technique is investigated through experimental tests on full scale beams with different geometries.
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