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Further, an extra attention has been devoted to evaluate the effect of product properties (pyroelectric and pyromagnetic coupling), boundary conditions and aspect ratio on the direct (displacements, electric potential and magnetic potential) and derived quantities (stresses, electric displacement, and magnetic flux density) of the SFG-MEE plate.
Numerical examples of the FE results are presented and discussed in detail to understand the significant effects of hygrothermal loading, temperature and moisture dependent material properties, boundary conditions and aspect ratio on the direct (displacements, electric potential and magnetic potential) and derived quantities (stresses, electric displacement and magnetic flux density) of MEE plate.
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Unlike direct displacement balances that rely only on the elasticity of the structural members, the torsion balance allows gravity to balance the largest component of the load, i.e., the pans, and results in greatly increased load capacity.
The frames were designed using direct displacement-based design (DDBD) and traditional force-based design methods.
In this study, a direct displacement design procedure for steel frames with buckling-restrained braces (BRBs) is presented.
The numerical method used for this purpose is the direct, displacement-based boundary element method (BEM) with sub-structuring capabilities.
A relatively new performance-based seismic design procedure called the direct displacement-based design (DDBD) proposed by Priestley and Kowalsky (2000) has recently received notable acceptance among researchers.
It is difficult for the direct displacement measurement method to completely reconstruct the real-time deformation of heavy-duty CNC machine tools.
A method for analyzing the seismic performance of timber flexible diaphragms based on the direct displacement based seismic design (DDBD) principles has been developed.
Direct displacement based design (DDBD) has been widely applied in several structural systems including moment resisting frame (MRF), the most common type of structures used in design practices.
Nonlinear regression analysis is then performed to obtain the function of CR with respect to the aforementioned parameters for quick and direct displacement evaluation.
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