Sentence examples for concrete modes of from inspiring English sources

(One dimension of this third question concerns the amount or severity of punishment; another, which is insufficiently discussed by philosophers, concerns the concrete modes of punishment that should be available, in general or for particular crimes).

That is, one might allow for the sake of argument the natural law theorist's identification of some range of human goods, while denying that he or she can identify, and justify in natural law terms, adequately concrete modes of appropriate response to those goods.

The key to the realization of market transactions and the establishment of a market order lies in a concrete mode of interconnection and interaction between structural factors (social relations) and cultural factors (business ethics).

The optimum fiber-factor is dependent on many parameters such as the desired minimum and maximum shear capacities, the required degree of workability to cast full-scale beams, compressive strength of concrete and mode of failure based on a/d-ratio.

The bond beams had their bottom tensile bars spliced at midspan, the lap length was chosen to be the minimum recommended by the ACI building code to avoid the yielding of the bottom bars and to ensure a concrete splitting mode of failure in the splice region.

Beam type Beam notation Concrete mix Mode of failure Flexural beams SCC-F-B1 SCC Flexure SCC-F-B2 SCC Flexure VC-F-B1 VC Flexure VC-F-B2 VC Flexure Shear beams SCC-SH-B1 SCC Shear SCC-SH-B2 SCC Shear VC-SH-B1 VC Shear VC-SH-B2 VC Shear Bond beams SCC-B-B1 SCC-B-B1 SCC-B-B1g SCC-Bond splittingsplitting SCC-B-B2 SCC-B-B2 SCC-B-B2VC-B-B2 VC Bond SCCitting.

It was concluded that the healing index of the asphalt concrete depends on modes of the mechanical testing, crack length, damage level, and temperature.

The failure modes of concrete specimens are also described.

The propagation of cracks and the failure modes of concrete can also be determined using the proposed numerical model.

The current version of the model proposed is capable of describing the non-linear behaviour of underdesigned reinforced concrete frames including brittle modes of failure.

Two field tests were then conducted to study the failure modes of concrete slabs under contact explosion, as well as to verify the modifications.