structural boundary 
Numerical exercises are presented on the thermally induced motion of internally heated beams under various heat transfer and structural boundary conditions.


The fuzzification of the SFFEEE, which is discussed in this paper, originates from that of material property, structural boundary conditions and external loading.


In the socalled BIE formulation, it is found that more than one type of adjoint functions are necessary, which are defined by different integral equations at complementary points of the structural boundary.


The computational advantages associated with the utilization of preconditioned iterative equation solvers are quantified for the reanalysis of perturbed shapes using continuum structural boundary element analysis (BEA).


In this paper, two benchmark problems in structural boundary design are solved using the spectral level set methodology, which is a new approach to topology optimization of interfaces.


The zero level set of the level set function defines the structural boundary.


The structural boundary of a caldera, defined here as the outermost limits of subsidence and related deformation including downsag, commonly lies outside ring faults and outside the embayed topographic wall.


Arrows, region in which the structural boundary of the tubule is missing.


In the design portion of structural boundary design, changes in topology provide the greatest challenge.


Structural Boundary Design via Level Set and Immersed Interface Method.


Several unique characteristics of the design serve to make temporal and structural boundary concerns highly visible.


This structural boundary may thus represent a possible target in parts of the area not currently known to host gold mineralization.


The Moho is believed to be the result of a change in composition but is not a structural boundary.


The application setting for these algorithms is the boundary design of a loaded elastic structure, short structural boundary design.


The flexible tube wall is modeled as a structural boundary with zero mass and thickness.


The initiated rupture was propagated through the structural boundary between the low and high velocity bodies due to the relative mechanical weakness.


The structural boundary condition was to fix all the anchors in X, Y, and Z directions.

