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Table 2 Main test parameters and properties of precast concrete interior connections.
The main test parameters included chord-wall slenderness and diameter ratio between brace and chord.
The main test parameters included the explosive charge weight and the magnitude of axial load.
The main test parameters included steel grade, connection length and out-of-plane eccentricity.
Main test parameters were seating length of beam to joint, steel angle for cover concrete and installation of headed rebars.
Main test parameters were the use of high strength concrete, post-tensioning and high performance reinforcing steel.
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The main test parameter was the spacing of shear reinforcement.
For the axially compressed stub columns, the main test parameter is the hollow ratio of the cross section, and 2 corresponding hollow steel counterparts are designed to study the effect of the grout filling.
The main testing parameters were the joint type, length and number within the beam in addition to the volume fraction of the steel fibers.
Some practical test parameters and conditions are suggested to adjust main parameters of the hybrid algorithm.
The major technical parameters of the main testing fields for wave energy and tide current energy are shown in Table 1 and Table 2.
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