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However, the latter can offer exact connection width as requested.
An adaptive channel allocation scheme, which determines a connection width according to the dynamic use of channels, can greatly reduce the delay, compared to a deterministic allocation scheme.
b is the connection width.
The maximum effective connection width (b m ) is assumed to be 1/2 of the total connection and flange width length within the ASCE equation.
C_{t} = left( {frac{1}{2.0}} right) cdot left( {frac{d}{{b - b_{i} }}} right) (2 where C t is the mobilization coefficient (including the transverse beam effect), b is the connection width, b i is effective internal connection width, and d is the beam height.
C_{wt} = left( {frac{x}{h}} right) cdot left( {0.3 + 0.7frac{y}{b}} right) (1)In this equation, C wt is the mobilization coefficient (including the shear key effect), h is the connection length, y is the effective width in the y direction (including the shear key effect), and b is the connection width.
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With lengths up to 16 meters and the possibility of extending with mechanical joints or glued connections, widths of up to 2.5 meters depending on manufacturer and thicknesses up to 500 mm, almost any necessary shape can be found on the market today.
The difference in the hydrologic connection (channel width and height) between the two stations is important because there is no ridge between the irrigation pond and paddy field at station 6, allowing fish to move between habitats.
When E-FBP is installed in the connection, the effective width x and y can be determined by considering the compressive strut formed by the shear key (as shown in Fig. 3b).
(C ) Same as (A ) and (B ) but in these simulations the synaptic scaling factor of E-E connections and the width of the synaptic profile were fixed (gE → E = 3 nS and σE → E = 0.0833) and gE and gI varied in the range of 0 6 nS.
From the static tests on the bridge models, several design considerations were investigated including the effective width, shear connection, and ultimate strength of the double composite section.
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