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There must be columns with the same name as the axes in the 'imgfile' parameter.
Nine short columns with the same dimensions were cast and tested.
Twelve tests on VHS columns, with the same length as that for corresponding FSTS specimens, were tested for comparison purpose.
A slenderness conversion formula is derived for any two stainless steel columns with the same section type and boundary conditions, but with different types of stainless steel.
The experimental results revealed that the critical collapse load would be significantly reduced with the increase of slenderness, especially for the columns with the same length.
Blast tests were also performed on four high strength reinforced concrete (HSRC) columns with the same size and reinforcement as UHPFRC columns to evaluate their behaviour under the same loading conditions.
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Several readers wrote to me in response to today's column with the same smart, interesting question: What about Europe?
The performance of the CSC column is compared with that of a reinforced concrete (RC) column with the same dimensions and steel ratio.
It was also revealed that the energy absorption of the criss-cross sectional tube was about 150% higher than that of square column with the same weight.
It is possible to compare the costs of three structural versions of the column with the same height, loads, and constraints on stress and displacement.
To verify the above design, the 136° wavy column and a serpentine column with the same dimensions are compared, where a better separation performance of the wavy column is demonstrated.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com