Exact(3)
Section 5 presents formulations of the cognitive control approach.
This paper presents formulations and a solution for the response of umbilical cables and flexible pipes subjected to monotonic loading of tension, torque, internal and external pressures.
This work presents formulations and results obtained with computer implementations of an alternative to the more standard techniques for the determination of the state of collapse of geotechnical structures in rock or soil masses.
Similar(57)
"Models formulations" present formulations of the models.
Step 5 [optimal stiffness (D ]: By presented formulations in Eqs.
As the presented formulations are dimensionless, they are applicable in any dimensional system.
Under some special conditions obtained results are compared with already published literature to show the correctness of present formulations.
We present formulations for general fiber-reinforced material models in the IB-FE framework.
The effects of warping stiffness, shear deformation and rotary inertia are included in the present formulations.
The effects of shear deformation and rotatory inertia are included in the present formulations.
The presented formulations and results can be used as benchmark for future research studies.
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