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This approach required only standard digital photographs and ground control points, took only ∼30 min in the field, and can be embedded within existing protocols easily.
In contrast to the long overnight protocols previously described in the literature, our approach required only a 15-min MBD incubation (Additional file 1: Figure S3).
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The proposed approach requires only sparely sampled data.
The approach requires only limited experimental data and thus allows for systematic parameter studies.
The proposed approach requires only accurately measured product temperature profiles, easily obtained in a laboratory dryer.
This approach requires only one sub-tensor at once to be available in memory.
Because this approach requires only the nonlinear structural analysis of plain concrete, the computational time is highly reduced.
A boundary value problem is formulated with respect to a warping function and solved employing a pure BEM approach requiring only a boundary discretization.
Hence, a non-iterative Primal-Dual Interior Point Method (PDIPM) based OPF approach, requiring only one common pre-contingency Hessian factorization in all the critical contingencies, is proposed for fast identification of infeasible outages.
For distributed and concentrated follower loads acting on a cantilevered beam, the method amounts to a direct solution approach requiring only a single shot (zero iterations) to compute the equilibria.
In addition, the approach requires only a short-duration segment to obtain high-frequency resolution, which will improve the computing efficiency of modal analysis using measured seat est data.
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