Sentence examples for maximum interstorey shear from inspiring English sources

In this paper, an approximate analysis method is proposed for the maximum interstorey shear forces in structures with AVS systems.

Simulation results indicate that the maximum interstorey shear force of each storey unit may be further effectively estimated by multiplying the corresponding result of each storey unit.

Based on the simulation results, an approximate analysis method is proposed for the maximum interstorey shear forces in structures with AVS systems.

The maximum interstorey shear forces in example structures subjected to actual earthquake excitations are obtained using the proposed method, and the results are compared with those obtained using the time-history analysis method.

The maximum interstorey shear force of the nth storey unit of the structure with AVS systems may be approximately distributed between the structural members in the nth floor and the AVS system installed in the same floor, according to their lateral stiffnesses.

The investigation focuses on the examination of the maximum displacements, maximum residual displacements, maximum interstorey drift ratio, maximum residual interstorey drift ratio, damage indices and ductility demands.

These analyses led to the calculation of the buildings' damage indices expressed in terms of the Maximum Interstorey Drift Ratio.

The outcome designs are compared with respect to the maximum interstorey drift and maximum roof drift demand obtained with the Incremental Dynamic Analysis method.

To develop an improved IM, this paper investigates the effectiveness of a large number of combinations of spectral values in reducing scatter in the estimated maximum interstorey drift ratios.

The deformations induced by the predicted seismic actions in Hong Kong are compared with those arising from POA in terms of average lateral drift ratios and maximum interstorey drift ratios arising in the building.

Assessment of bare and infilled models emphasizes a lower demand in terms of maximum interstorey drift of the infilled model with respect to the bare model, for both limit states considered.