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Write out the equations of operation for the network in Figure E14.3. Assume that all weights have a value of 0.5, and that all biases have a value of 0.
i. Assume that the initial network output is a(0) = 0.5 , and that the initial network input is p(1) = 1 . Solve for a(1).
ii. Describe any problems that you would have in simulating this network. Will you be able to apply the BPTT and RTRL algorithms to compute the gradients for this network? What test should you apply to recurrent networks to determine if they can be simulated and trained?
A 10cm long cylindrical rod of steel is elongated to become 12.1cm long by the application of a force of 10kN. 1- What is the ration of initial diameter to final diameter, assuming no net volume change
Your boss has assigned you the job of designing a rapid-mix tank for the new water treatment plant for the town of Waffle. The design flow rate is 0.050 m^3/s. The average water temperature is 8 degrees celcius.
A third similar bar is placed on the other two in the groove between them. Neglecting friction, what horizontal force on each lower bar is necessary to keep them together.
what is the uniform deterministic arrival rate if the vehicle queue is cleared in 35 minutes after vehicles begin to arrive (in veh/min.)?
The wind reaches a speed of 27.8 m/s in a storm. calculate the force acting on a 1m x 2m window facing the storm. the window is in a high-rise building. the air density p= 1.2 kg/m3.
Which of the following is not a basic systems engineering concept?a. Define need before function
Design a cantilever beam made of reinforced concrete. The rectangular beam is 18 ft long and subjected to a uniformly distributed dead load of 1.5 kip/ft (not including the beam weight)
What is the difference between the component pressure and the partial pressure?
Calculate the density in g/cm^3 of Ba and its atomic radius.
A steel I beam is supported by a pin at point A and a rocker at B, and a cable applies a 2000lb force. The beam is uniform and weighs 26 lb/ft. Determine the support reactions.
The treated wastewater has a BOD of 12 mg/L and a k of 0.0338 1/d. The Broad River has a flow rate of 0.43 m3/s and an ultimate BOD of 5.0 mg/L.
Calculate the value of the full plastic moment of resistance of the section that will cause the plastic to collapse of the frame.
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