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Four different mechanical tests were performed: splitting test, direct axial tension test, tension member test and beam test in flexure.
The coupling between the two interfaces was studied through two mechanical tests: the usual pull-out test, which assessed the anchoring capacity of the CFRP rods, and the tension member test, which simulated the behavior of the CFRP rod bond in the tensile zone of an RC-structural element.
Hence when a high threshold is used, no TFBSs are predicted by the PSWMs leading to over-prediction of operonic status – i.e. all genes in both operon member test sets are classed as operonic.
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Material tensile tests, member tests in compression and member tests in bending have been described.
Additional member tests on beams and pin-ended long columns are conducted.
Laboratory experiments have been completed including material tests as well as structural member tests, both at ambient and elevated temperatures.
Current design codes for fire resistance of structures are based on isolated member tests subjected to standard fire conditions.
Prior to the member testing, material properties, residual stresses and initial local and global geometric imperfections were all accurately determined.
Major deliverables in the CFS-NEES effort included: shear wall testing, characterization, and modeling; cyclic member testing, characterization, and modeling; and, whole building shake table testing, and modeling.
It is thus costly and time-consuming to conduct large scale member testing for a particular type of LWC in order to establish design guidelines.
When one family member tested positive, the health staff (counsellors and clinicians) took every opportunity to get other members tested.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com