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Sampling frames were derived from a previous population census and sample sizes of subjects were calculated and divided into clusters with the desired precision of 5%, assuming a coverage of 85%, a 95% confidence interval, and a design effect of 2. Lower and upper coverage thresholds were set and decision values were defined in accordance with LQAS methods.
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These formulae, which are functions of the geometrical and design properties of the frames, are derived on the basis of seismic response data obtained with the aid of extensive dynamic inelastic analyses involving 36 moment resisting and 36 x-braced plane steel frames with steel grade S235, S275 and S355 under 84 ordinary seismic ground motions.
Based on the above discussion, we argue that frames may increase the chance of intervention from the central government by generating resonance between the state and protest demands, and this is more likely to occur when frames are derived from fundamental socio-political cultures.
A family of new beam finite elements for geometrically and materially non-linear static analysis of reinforced concrete planar frames is derived, in which strain measures are the only interpolated unknowns, and where the constitutive and equilibrium internal forces are equal at integration points.
The bicistronic construct pCorleone-EP2ΔLII-blast is based on pCorleone-CAT/GPEET [16], but in this case the first open reading frame encodes EP2 procyclin (previously EPβ, [21]) and the intergenic region between both open reading frames is derived from pGAPRONE [36].
The concept of technological frames is derived from social cognitive research but also draws on sociological literature exploring the social constructions of technology [ 24– 26].
Both FORs, with and without the SP-frames are derived from Equation 1.
Data-driven tight frame being derived from wavelet transformation aims at exploiting sparsity priors of sinogram in Radon domain.
Theoretical relations between rotor-embedded accelerometer signals and the vibration of the rotor in an inertial reference frame are derived.
The equations describing the dynamics of a generic structure with a time-varying inertia and in a rotating coordinate frame are derived by using a variational principle.
Weighted least-squares estimates of the transformation parameters and transformed/adjusted coordinates in the new frame are derived in detail, the latter representing the enlarged network of the new frame.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com