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Open image in new window Figure 14 Vertical force per unit length time history of footing extreme right and left at footing base level.
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The present paper reviews these studies briefly and presents a simple and efficient procedure to identify pulse-like ground motions based on a new parameter called "development length of velocity time history".
Open image in new window Fig. 14 a Time required to break all C C bonds (tcc) on surrounding dielectrics versus length of narrow channel, and the time history of total amount of UV photons arriving dielectric, b anode, c cathode, d side-walls for three different values of narrow channel length.
Conversion of the crack length fatigue cycle history to the corresponding time history requires the specification of load frequency that can set the time span of the useful life.
Open image in new window Fig. 16 Comparisons of the axial force time history in different characteristic length.
The idle time history is modeled as an integral time series of length τ, i.e., i τ = {i1, i2, i3,…, i τ }.
The performances of the SIPs were examined quantitatively in terms of the projectile penetration length, and deformation and strain time histories of the back skin.
Time histories and vertical profiles are studied for turbulence intensity, Reynolds shear stress and turbulence length scales in comparison with values recommended in major international wind engineering standards.
Fig. 4 Example time histories.
Multiply the length times the width.
Do this by multiplying length times width.
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