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However, because the in vivo γ-carboxylation system in stable cell lines used for transfection has a limited capacity of post translational γ-carboxylation, the recovery of fully γ-carboxylated and functional proteins is low.
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Yang and Mun (2013) initiated experimental studies on the flexural capacity of post-tensioned LWC beams.
Accurate estimation of tendon stress is crucial for calculating the flexural capacity of post-tensioned masonry members.
The test results showed that the load carrying capacity of post-heated FRP wrapped columns was significantly affected by the column's original cross sectional shape.
It was shown that the load-carrying capacity of post-heated columns can be restored up to the original level or greater than those of un-heated columns.
An experimental study was undertaken to investigate the axial capacity of post-heated circular reinforced concrete columns repaired with glass and carbon fibre reinforced polymers.
Furthermore, a comparison of test results with ACI 318 capacities is done and it is observed that ACI 318 has quite an over-conservative approach for the tensile capacity of post-installed anchors when low-strength concrete is considered.
The test results showed that the FRP jackets increased the compressive strength, ductility, deformation ability and energy dissipation capacity of post-heated columns but did not increase the stiffness.
The reduced capacity of post-mitotic neurons for some types of DNA repair is further compromised by aging.
At the same time, much less is known about the properties of self-renewing, undifferentiated hESCs that do not directly relate to developmental lineage progression, but that might indirectly influence the regenerative capacity of post-natal tissues.
In the scope of this paper, tensile capacities of post-installed chemical anchors embedded to 5.9 and 10.9 MPa concrete blocks are investigated.
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