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The performed simulations will be used to evaluate the effects of aerodynamic and seismic load coupling on the power generation and structural dynamics behavior of this structure.
The test models did not collapse under rare earthquakes, suggesting that the seismic behavior of this structure is adequate to survive large seismic excitations.
Since the behavior of this structure under static loading is time-dependent, the power series expansion technique is used to approximate the variations of physical variables with time.
As an example, static and dynamic behavior of a functionally graded microbar with fixed-free boundary conditions is analyzed and the effect of size-dependency on mechanical behavior of this structure is discussed.
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The creep behaviors of this structure at 300 °C and 500 °C were analyzed.
Besides, while the knowledge of the discrepancy forces allows for rationally discussing the capabilities of the inelastic structural model to represent the actual behavior of the structure, this is only possible to a limited extent with the Rayleigh damping model used.
The mechanical behavior of this joint structure is investigated through four-point bending.
To date, very few studies have considered the dynamic behavior of this hybrid structure.
The compressive behavior of this hybrid structure is compared with GFRP tube encased concrete and steel tube encased concrete.
The impact behavior of this hybrid structure is also compared with the CFFT and conventional SR column counterparts.
Since the behavior of this smart structure under static loading is time-dependent, the power series expansion technique is adopted to approximate the variations of variable fields with time.
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behavior of this compound
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behavior of this ultrawideband
behavior of this superalloy
behavior of this material
behavior of this wall
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