Sentence examples for calculated collapse from inspiring English sources

From the measured crack propagation, cyclic load displacement curve, consistency of the recorded strain distribution along the beam length with the calculations, and agreement between the ultimate loads and the calculated collapse loads, the proposed joint element connecting the H-steel and RC beams can be regarded as a rigid connection, resisting the applied moments.

The response surface is then used in conjunction with Monte Carlo methods to quantify the effect of these modeling uncertainties on the calculated collapse fragilities.

Although the calculated collapse patterns differed from the more random ones observed in the experiments, the calculated force displacement responses match very well the experimental ones in all aspects.

Calculated collapse strengths are compared with individual design loads, and a strength assessment is performed.

The mechanical behavior of the new beam section with kinked rebar was used to relocate the plastic hinges and to successfully improve the calculated progressive collapse resistance of the RC frame.

High resolution spatial receptive fields shown in Figures 1, 3, 4 were calculated by collapsing the spike-triggered average over time.

If only a measurement of mucosal visualization is desired (as with the Boston BPS), a modified Chicago BPS total score can be calculated by collapsing the best segment scores of 12 and 11 into a score of 11.

The main objective of this study is to calculate the collapse margins and mean annual frequency of collapse as the performance metrics employing displacement-based fragility curves for multiple limit states from concrete cracking to structural collapse in the near-fault areas.

Also, a simplified estimation is presented to calculate the collapse pressure of SSRTP, which can be regarded as its lower limit value.

It is quite difficult to calculate the collapse probability of a system such as a statically indeterminate structure that has many possible modes or paths to complete failure and the problem has remained essentially unsolved.

In order to address this issue, a simple analytical method is proposed for calculating the collapse load of laced built-up members taking into account the above effects as well as global imperfections, local out-of straightness and plasticity, which is then verified by means of nonlinear finite element analysis, using either beam or shell elements.