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An incremental arc-length method combined with a cubic extrapolation technique is adopted to trace the response curve automatically.
The capability of the numerical model to trace the response and to predict the failure modes of the columns has been validated using extensive results from experiments carried out recently at Queensland university of Technology.
Firstly, the capability of the present numerical model to trace the response and to predict different failure modes of transversely impacted beams and columns with and without axial compressive force has been validated.
We therefore analyzed Cu concentrations and stable isotope ratios (δ65Cu values) in a drained Retisol to trace the response of Cu to a changing hydrological regime and enhanced clay eluviation.
The upper trace in each pair shows the response without lactisole and the lower trace the response with lactisole added to the stimulus.
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Case studies are conducted to demonstrate the use of the computer program for tracing the response of RC members under standard and design fire exposures.
A finite element based numerical model is developed in ABAQUS for tracing the response of reinforced concrete beams exposed to fire.
Moreover, the consideration of the loading history in the constituent materials makes it possible to trace the structural response after reaching the maximum response.
The Green trace represents the response to the same sound at high arousal.
The blue trace shows the response of a clean gold evaporated surface measuring a large surface stress change of σ = 350 mN/m.
In this section, our main interest is to (i) trace out the response of key macroeconomic variables to shocks in the two variables that capture the notion of the insider outsider society WPR and TSL and (ii) to study whether the dynamics of key macroeconomic variables are different across countries with different insider outsider characteristics.
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