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Data harmonization and database frame are presented.
Original LMVs and validated LMVs for a sample frame are presented in Figure 3.
Generic expressions of mass and stiffness matrices of the portal frame are presented.
Amounts of mass and stiffness evaluated for different stories of the laboratory frame are presented in Tables 8 and 9, respectively.
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The algorithm for the reconstruction of the HR frame is presented in Section 3.2.
The finite element analysis (FEA) model of the dump truck chassis frame was presented.
In this paper, the design of a practical servohydraulic biaxial loading frame is presented.
Secondly, an alternative frame is presented with a single wall in sections that do not require active cooling.
The nonlinear modal identification of a four-storey steel frame is presented in this paper including both the experimental and the analytical aspects.
A Backward/Forward Sweep (BFS) algorithm for power flow calculations adapted to matrix formulation in the αβ0 reference frame is presented in this paper.
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