The phrase "approaches for conventional" is not correct and lacks clarity in written English.
It may be intended to refer to methods or strategies related to conventional practices, but it needs additional context to be usable.
Example: "We need to explore various approaches for conventional marketing strategies to improve our outreach."
Alternatives: "methods for traditional" or "strategies for standard".
Therefore, the design approaches for conventional steel columns were modified so that the buckling behaviour of box columns fabricated of Q460GJ steel could be accurately evaluated.
In contrast to well-established design approaches for conventional unit operations such as distillation, design methods for integrating OSN in chemical production processes are very limited.
Finally, modifications to existing analytical approaches for conventional reinforced concrete elements are proposed in order to provide a reliable evaluation of the ultimate shear capacity of such hybrid systems.
The test results were compared with design approaches for conventional CFST columns presented in Eurocode 4, AISC specification, Australian standard AS51006, Chinese code CECS159, and Hong Kong steel code, and it was found that all the design codes underestimate the bearing capacity of both short and slender MT-CFST columns to some extent.
A mathematical rigorous analysis has not been found in many existing approaches for conventional phase retrieval including ER, HIO, ASR, and RAAR.
As such, there is a great need for further experimental validation or complementary annotation approaches for conventional genome annotation.
A method for predicting the lateral strength of reinforced concrete columns confined by corroded stirrups is presented based on the axial-shear-flexure interaction approach for conventional concrete columns, with modifications to consider the effect of stirrup corrosion.
This particular detection method provides the most sensitive approach for conventional CCB (Colloidal Coomassie Blue) stained gels, which is reflected in a total error of just 5% (RSD%).
