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RISNonlinear Fuzzy Evaluation of the Construction Risk of Integral Hoisting of CFST Tied-Arch Bridges
Publisher: American Society of Civil Engineers
Optimum Calculation Method for Cable Force of Concrete-Filled Steel Tube Arch Bridge in Inclined Cable-Stayed Construction
Publisher: American Society of Civil Engineers
Abstract: Iterative initial value of cable force based on influence matrix and linear programming is determined in order to study the cable force of long-span concrete-filled steel tube (CFST) arch bridge using the cable-hoisting ...