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A 40% scale specimen was constructed as the bottom two-and-half-story substructure of the six-story C-SPSW prototype.
To quantify possible damage levels of bridge components under different intensities of earthquake excitation, a 1/12-scale bridge specimen was constructed and tested using shaking tables.
The fourth girder specimen was constructed using two SFRC end slabs connected together with an Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC) closure strip located at the maximum negative moment mid span region.
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Firstly, the finite element model of composite tape sinusoidal specimen is constructed and is validated by experiments.
Three cores for each specimen were constructed and scored by two expert histopathologists blinded to the clinical details.
Multiple cores for each specimen were constructed and initially scored by MD blinded to the clinical details.
A test rig, which could easily be moved between the slab test specimens, was constructed and the test areas were made in a way which enabled simple repair of the damaged areas after testing.
A tissue microarray containing representative areas of 511 NSCLC specimens was constructed with triplicated 1 mm tissue cores from each tumour as previously described (Kim et al, 2012).
A phylogenetic tree of the analysed specimens was constructed based on one mitochondrial (cytochrome b) and two nuclear (RAG1, IRBP) genes.
First, four cantilever specimens were constructed.
Four beam specimens were constructed for the pure torsion test.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com