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Column axial load strength.
Critical axial load strength of column.
Theoretically computed axial load strength of column.
Unfactored pure axial load strength of column cross section.
Uncertainties involved in loading, strength, and modeling are assessed.
Column axial load strength computed from one of three design procedures selected for this study.
To determine the theoretical axial load strength (Pu(th)) of a column, the axial load was incremented to failure starting from an axial load equal to 10%% of the concentric axial load strength of the column cross section.
To study the load strength of the nanowires, the elasticity was measured taking an AFM Force-Displacement (FD) measurement.
In addition, a design equation to calculate the axial load strength of CTRC columns is proposed.
Failure criterion is proposed to estimate the ultimate load strength for single-layer steel reticulated domes.
In this context, point load strength values of 117 granite core samples were determined.
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