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Furthermore, the magnitude of the so-called threshold support displacement and the magnitude of the support displacement at first failure is also analysed.
In the case of large deviation from the semi-circle or at large support displacement level shear failures can appear in gothic masonry barrel and cross vaults, which could decrease the magnitude of feasible horizontal support displacement.
The support displacement study consists of an inverse analysis aimed at determining the actual present state of the structure from the cracking pattern observed on the bridge.
The main findings of the work are: barrel vaults with pointed shape become statically determinate at a higher support displacement level than barrel vaults with semi-circular centreline.
The paper investigates the energy- and amplitude-dependent natural periods of symmetrically cracked semi-circular arches, which are loaded by their self-weight and horizontal support displacement.
Based on the analysis design of SPEG have been done and conducted experiments on the vibration shaker with a resonance frequency of 50 Hz at support displacement is 50 mm and developed a voltage of 18 volts as a output.
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The calculation determines the crack pattern induced in the bridge by support displacements and loads.
The effects of stochastic cable support displacements, with abrupt and gradual transients, are studied.
Masonry vaults can be particularly vulnerable against unsymmetrical service loads, support displacements and seismic actions.
The effects of sinusoidal cable support displacements, with abrupt and gradual transients, are studied.
Comparisons in terms of failure modes and maximum allowable support displacements just before the collapse are presented.
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