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The structure was subject to a DALI search to identify structural homologues (Holm and Rosenström, 2010).
The homolog-modeled 3D structure was subject to a short-time molecular dynamics simulation (∼3 ns) for further refinement.
To optimize the positioning of hydrogen atoms in the ATP binding pocket, each crystal structure was subject to Protonate3D as implemented in MOE using the default settings.
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The supporting lattice tower structure was subjected to a full-scale load test.
The structure was subjected to harmonic base excitation by applying vertical acceleration through body load.
The structure was subjected to a cable conductor rupture scenario and a wind load hypothesis.
The static behaviour of the skylights as space structures interacting with the roof structure was subjected to analysis.
The structure was subjected to the DBA and seismic loads as combinations defined by ASME international code.
A three-storey infilled RC structure was subjected to a sequence of ten incremental earthquakes in a shake table test.
The test structure was subjected to seismic base excitations of increasing amplitude at a large outdoor shake-table.
The structure was subjected 10 ns MD simulation in Amber 14 (Case et al. 2012) to relax the conformation, to generate the initial coordinates for the unbound IGBP1.
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CEO of Professional Science Editing for Scientists @ prosciediting.com