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Structures designed to resist moderate and frequently occurring earthquakes must have sufficient stiffness and strength to control deflection and to prevent any possible damage.
First, under frequent and low to moderate earthquakes, the structure should have sufficient strength and stiffness to control deflection and prevent any structural damage.
The ultimate deflection increased by 19.2 and 30.7% for the 0.2 and 0.3% fiber volume, and compared to the control deflection.
The two main nonlinear effects that must be included are the variations of control derivatives with (1) angle of attack and (2) control deflection.
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The structural efficiency of such approach in controlling deflection is analyzed and discussed for single-span one-way members on the basis of a parametric study that considers the influence of member geometry, flexural stiffness, boundary conditions, and PT system layout.
By the way, prestressing is highly effective in minimizing cracks and controlling deflections of concrete flexural members (Collins and Mitchell 1991).
The explicit solutions for the optimal force and controlled deflections are obtained in forms of double series using the Liapunov Bellman theory.
Laipunov Bellman theory is used to obtain solutions for the controlled deflections and optimal control force.
The bending moments generated by the induced strain actuators control the deflection in order to minimize the maximum deflection.
For the synthesis of the controller, only the plunge displacement, pitch angle, and control surface deflection are measured.
A late consolation goal by Liverpool, with Suárez reacting like lightning to Ferdinand's failure to control a deflection, highlighted Suárez's immense talent.
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CEO of Professional Science Editing for Scientists @ prosciediting.com