Sentence examples for maximum displacement response from inspiring English sources

An approximate method using equivalent single degree of freedom systems is presented for evaluating maximum displacement response of structures after element failure, which estimated the building responses studied in this paper with a maximum error of 13%.

The flag-shaped hysteretic model with the proposed coefficients can accurately predict the maximum displacement response and conservatively predict the dissipation energy capacity for the rocking pier under a strong earthquake shock.

This paper presents the development of static resistance functions for use in single-degree-of-freedom (SDOF) analyses to predict the maximum displacement response of SC walls subjected to missile impact and designed to resist local failure (perforation).

For linear systems it is shown that the critical excitations producing either a maximum displacement response or maximum energy input are harmonic and derivable from the harmonically excited response functions for the same linear system.

The measurement data show that under specific combination of rain and wind, the maximum acceleration response of the cable reaches 10 g and the maximum displacement response (peak-to-peak) is around 0.7 m.

The first part of the two-part paper focuses on the computational model of ESF for a single-degree-of-freedom (SDOF) system and the design method based on ESF with the requirement for controlling its maximum displacement response to achieve the specified target displacement.

Therefore, the highly damped maximum displacement responses of the equivalent linear systems in this study are derived from both damping reduction factors and linear response-history analyses to discuss the effect of different damping reduction factors.

Figures 12 and 13 respectively show the maximum acceleration response and maximum story displacement response that correspond to the design seismic motion level in order to assess residential performance by comparing the experimental and analytical results.

The feasibility of representing the resistance function as bilinear has been studied with regard to resistance at yield and total area under the resistance curve as system characteristics and maximum displacement as response.

Depending on the balance characteristics, the COM trajectory deviated from the BOS with maximum displacement in response to AP and ML dynamic rotation.

The critical dynamic pressure value is considered as the pressure load beyond which the maximum average displacement response shows instant growth in the time history of the shell structure.