Sentence examples for maximum base shear from inspiring English sources
Strengthened specimens developed the nominal flexural strength, and hence, the observed maximum base shear was controlled by flexure.
The indicators proposed relate to the maximum base shear and the dynamic component of the axial force in the mast and guy cable tensions.
This reduced order model is used to formulate analytical approaches for calculating the optimal parameters of a mid-story isolation system that either minimize the (a) maximum base shear force amplitudes for harmonic base excitations or (b) base shear force variance for a band-limited white noise random base excitation.
However, the maximum base shear occurs at full water height.
The ratio of maximum base shear coefficient considering elastic behaviourV e to maximum base shear coefficient in elastic perfectly behaviourV y is called force reduction factor.
The maximum base shear ratio in an elastic perfectly behaviour isΔ y (Uang 1991).
The seismic demands are analyzed and discussed in terms of base shear, maximum roof displacement, capacity curve and inter-storey drift.
An idealized three dimensional dam structure subjected to El Centro (1940) earthquake is taken up to elucidate the proposed unconditional time varying reliability computation procedure based on the maximum top displacement and base shear criteria.
The yield displacement is defined as the intersection of the horizontal line that marks the maximum value of the base shear and the inclined line defined by the slope in the linear range, representing cracked section behavior (Fig. 6).
Response quantities such as maximum inter-story drift ratio, base shear, foundation displacement and rotation are monitored and related to the intensity measure of ground motions (i.e. the inelastic spectral displacement Sdi) for the cases with and without considering the SSI effects.
Base shear vs. maximum roof displacement nonlinear pushover analysis for a seven-story inverted V CBF and BRBF with single and double bracing bays are shown in Figure 6.
