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Tissue microarray (TMA) including 313 surgically-resected cases of ESCC specimens was built for immunohistochemical interrogation.
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The finite element models of the tested specimens were built and analyzed with software ABAQUS.
In this research two types of mortar were used, namely two specimens were built with hydraulic lime and other two specimens were built with air lime mortar.
Fifteen masonry specimens were built using old techniques and traditional materials.
The test specimens were built in a manner to simulate the traditional masonry walls built in Iran.
However, as the desired range of the imperfection sizes could not be obtained, cast-in-place "pull-out" specimens were built with artificially created voids.
The specimens were built with industrialized R-ICF panels in which vertical reinforcements are provided in the panels at the time of fabrication.
The specimens were built using a wide range of process parameters (number of layers, layer height, wire feed rate, travel speed, heat input, etc).
The slab-column connection specimens are built and tested under gravity load, and the specimens are inclined with an angle of 20° that give vertical and horizontal loads on the specimens as shown in Fig. 2.
Nonlinear finite element models of these steel beams with web opening specimens are built to determine maximum values and locations of stress, strain and displacement concentrations under point loading.
The scaled shiplike specimens were built from metallic thin-walled structures in a reduced scale of 1 100 taken into account shipbuilding processes analogous to that used in real scale marine structures.
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