Sentence examples for values of the deflection from inspiring English sources

The objective of this paper is to study the effect of the properties of masonry buildings on the threshold values of the deflection ratio, which is used to assess the damage category of buildings.

It is concluded that the engineering methods in which a "dynamic load factor" in used in conjunction with the static solution tend to underestimate the values of the deflections beyond the point of load up to the free end of the cantilever plate.

The relationship between the bridge vibration characteristics and the vehicle speed is rendered, which yields into a search for a particular speed that determines the maximum values of the dynamic deflection and the bending moment of the bridge.

The mean amplitude values of this deflection were extracted in the time window of 280 320 ms post-stimulus.

It is noticeable that by increasing the value of h1, the deflection of plate decreases under the same value of transverse load.

For freestanding nanoactuators, the critical values of the tip deflection and the Casimir force parameter are obtained, and the surface effect parameter η decreases linearly with the critical value of the Casimir force parameter.

It is to be noted that vertical deflection w0 from FSDT is usually considered to be w0N, but its estimated value (3.69) of the deflection parameter is much nearer the w0F.

It is concluded that the "elementary" theories and the "engineering methods" in which a "dynamic load factor" is applied to the static solution tend to underestimate the maximum values of the plate deflections in the vicinity of the free end of the cantilever plate.

It is shown that one can find a critical speed at which the maximum values of the bridge dynamic deflection and the bending moment attain their global maxima.

Through the theoretical simulation, it could be seen that values of the mid-span deflection and acceleration of the track beam vary with the speed of the vehicle.

The results are quite realistic and a relative difference of only 5% between measured and calculated values of the welded plate deflection was obtained.