Sentence examples for by current design codes from inspiring English sources

The test results were compared with the predictions by current design codes and nonlinear numerical analysis, and to supplement the test results, numerical parametric study was performed.

In the present study, steel reinforcement details for slender structural walls were developed, which were lighter than those required by current design codes.

Even though the spacing of shear reinforcement exceeds the spacing limit recommended by current design codes (ACI 318-14), strengthrength of UHPFRC beam was noticeably greater than current design codes.

However, this beneficial composite action could be weakened even destroyed by debonding, which is almost unavoidable as a common phenomenon in CFST structures and has not been considered satisfactorily by current design codes.

The evaluation of the capacity of the bridge for the trainloads, as well as for the seismic and wind loads, as specified by current design codes, was performed using a finite element model.

A validated analytical model is employed to evaluate the capacity of the bridge to carry seismic and wind loads specified by current design codes, as well as the heavier trainloads set by the owner.

Even though the spacing of shear reinforcement exceeds the spacing limit suggested by current design code (ACI 318-14), strengthrength of UHPFRC beam was substantially greater than current design codes.

Based on the observation, it can be concluded that a typical staggered wall structure designed by current design code behaves as a strong beam weak column system when it is subjected to a seismic load.

By means of comparing current design codes regarding the fatigue of concrete and reinforcing steel, an appropriate approach is being looked for to represent the fatigue of the bond.

This study presents a comparison between the provisions of current design codes by performing all types of numerical buckling analyses recommended by Eurocodes (i.e. LBA-linear elastic bifurcation analysis, GNA-geometrically nonlinear elastic analysis of the perfect tank and GNIA-geometrically nonlinear elastic analysis of the imperfect tank).

In order to study the seismic behavior of earthquake-damaged composite steel-concrete columns strengthened by enveloped steel, based on current design codes, four composite steel-concrete column models were designed and manufactured.