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In the other specimens no failure was observed until the maximum displacement capacity of the actuator was reached.
The maximum displacement capacity of the actuator was reached and the test stopped right after the strength re-increased to another peak point.
This study outlines the use of a statistical multivariate analysis technique and applying it to develop a reliable model for the maximum displacement capacity prediction of RMSW systems.
The vulnerability analysis has shown that the seismic displacement demand, evaluated in accordance with the Italian Building Code for seismic hazard of Trani, is higher than the maximum displacement capacity obtained adopting the maximum tensile stress criterion.
This was done by applying static cyclic horizontal loads on top, combined with a pre-compression level, to obtain information about the failure mode, maximum displacement capacity and strength capacity.
The panels were subjected to horizontal in-plane cyclic loading combined with vertical loading for different pre-compression levels, and provided important information on failure mechanisms, maximum displacement capacity, shear strength and other mechanical parameters, such as shear modulus and tensile strength.
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The models are further utilized to investigate the influence of altering the wall design characteristics on their maximum displacement capacities.
The seismic demands are analyzed and discussed in terms of base shear, maximum roof displacement, capacity curve and inter-storey drift.
The experimental testing allowed obtaining the maximum horizontal loads, the displacement capacity and the level of non-linear behaviour of the respective load-displacement relationships as well as the failure modes.
In any case, the required (demand) inelastic displacement μu y should be less than the maximum displacement, u m, of the capacity curve.
The monotonic tests showed that the addition of the tube increased the flexural capacity and maximum displacement by 112%, which translated into a 487.5% increase in energy absorption, when compared to the reinforced concrete counterpart.
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