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While the former affects little the dynamics of most engineering structures, the latter is shown to be of significant importance in structural dynamics.
Most engineering structures will need repairs during their lifetime.
Most engineering structures include nonlinearity to some degree.
Most engineering structures are subjected to the action of the environment, which is in reality a non-stationary random process.
Fatigue loading of most engineering structures involves variable amplitude stress cycles.
Most engineering structures with crack-like defects experience varying crack-tip loading during their service.
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Most of the practical engineering structures exhibit nonlinearity due to nonlinear dynamic characteristics of structural joints, nonlinear boundary conditions and nonlinear material properties.
Most of the practical engineering structures exhibit a certain degree of nonlinearity due to nonlinear dynamic characteristics of structural joints, nonlinear boundary conditions and nonlinear material properties.
Currently, the coast studied is one of Brazil's most developed, densely populated and most heavily modified by coastal engineering structures.
This kind of behavior is essential for the seismic response of civil engineering structures, as most of the seismic energy is dissipated that way.
Dynamic response of most seismological instruments and many engineering structures to ground shaking can be represented via response of a pendulum (single-degree-of-freedom oscillator).
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