Sentence examples for major design codes from inspiring English sources

Despite the detrimental effects of mode interaction many major design codes do not provide sufficient pertinent guidance.

Various formulas and relevant provisions for CFT columns as specified in the major design codes including AISC-LRFD, EC 4, AS-5100, and CSA S16-01 wexaminedined and compared.

By the comparison of numerical results with design interaction formula in major design codes around the world, it is shown that existing design interaction formulas have limitations in stability capacity calculation of HSS beam column under biaxial moments.

Their design is covered by all major design codes, which currently use elastic, perfectly-plastic material models and cross-section classification to determine cross-secti\on compressive and flexural resistances.

The rationality of the current major design codes for predicting the strength of stainless steel members was also evaluated, and it was found that the design codes tend to be conservative.

In this paper, a method for the in-plane strength design of CFST circular arches, which is consistent with the current major design codes for steel structures, is developed by considering both geometric and material nonlinearities.

Table 3 lists the major effecting parameters and the status of their application in the current major design standard codes and guidelines.

Major international seismic design codes (i.e., ACI 318-14 2014; Eurocode 8 2004; IS 13920 2016) contain provisions for capacity design (strength hierarchy).

It is generally observed that the major stainless steel design codes provide conservative predictions for the compressive resistance of the members under cyclic loading, and a large dispersion of the FE-to-predicted ratio exists.

The collected database was also utilized to evaluate the predictive capability of the proposed model compared to those of major international masonry design codes.

Bernuzzi and Castiglioni (2001) have suggested that due to large variation in of beam end connectors, the analytical prediction of stiffness and strength of the connector is not practical and the major International rack design codes recommend experiments to determine the properties.