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Sliding and pin connections are considered to evaluate the influence of the boundary conditions for structures consisting of three columns and two beams.
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Therefore, appropriate conditions for structure determination are obtained close to a 1 1 protein:ligand ratio.
It is found that the small effective unit weight of underground structures, the development of excess pore pressure and the flow of liquefied soils were the sufficient and necessary conditions for underground structures to uplift during earthquakes.
We calculated dispersion relations and considered scaling conditions for our structures.
The conditions for regular structures were established by laser fluence and number of pulses.
Stability conditions for tensegrity structures are derived based on positive definiteness of the tangent stiffness matrix, which is the sum of the linear and geometrical stiffness matrices.
To ensure equal conditions for all structures, we applied relaxation to the interface before each energy computation, to optimise positioning of the side chains and remove any distorting effects that mutations may have introduced, using the strong force field of FoldX (option VdWDesign = 2, which assigns strong repulsive energies to Van der Waals clashes).
Test for any triplet of input variables i, j, k whether condition (i) of the structure-constraint theorem is globally satisfied leading to a full set of satisfied rank-root conditions for the structure S. Pick all double combinations i, j where for no k = 1, …, n the condition (ii): { Rg ( T i k ) > Rg ( T i j ) } ∧ { Rg ( T j k ) > Rg ( T i j ) }. holds.
Using the model, we found the control criteria and optimized conditions for pore structure of composite polymer.
In this paper sufficient conditions for fixed-structure H2 controller design in terms of solutions to a set of linear matrix inequalities are given.
The apparent bending stiffness of sandwich beams is found to depend on the frequency and the boundary conditions for the structure.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com