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For this purpose, problems are derived based on an analysis of conventional BIM-based collaborative design.
Some control policies are derived based on this.
Sufficient conditions are derived, based on the Lyapunov theory.
New CFs are derived based on time-propagated measurement concept.
Their parameters are derived based on evaluated data.
Governing equations are derived based on the Hamiltonian principle.
Stress strain relationships are derived based on uniaxial tensile tests.
Reduced mechanisms are derived based on respective kinetic schemes.
All results are derived based on the random variables describing the forwarding and waiting phases.
The conditions for sustainable growth are derived based on this assumption.
The mathematical equations are derived based on geomechanics equilibrium and multiphase mass conversation.
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