ANALYSIS OF DESIGN PARAMETER ON CABLE-STAYED BRIDGE OF SINGLE-TOWER COOPERATIVE SYSTEM
Dai Li-min, Shi Zhi-yuan
Abstract
Dai Li-min, Shi Zhi-yuan
Abstract
Cable-stayed bridge of cooperative system is a relatively new structural form of cable-stayed bridge. Cable-stayed bridge of single-tower cooperative system are often used in practice. This paper analyzed the cable tower and beam's character of this system in deflection and mechanics from the length without cable and the ratios of depth of beam to main span, and proposes the proper values to these design parameters.
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Cable-stayed bridge of cooperative system is a relatively new structural form of cable-stayed bridge. Cable-stayed bridge of single-tower cooperative system are often used in practice. This paper analyzed the cable tower and beam's character of this system in deflection and mechanics from the length without cable and the ratios of depth of beam to main span, and proposes the proper values to these design parameters.
Key concepts: Deflection (physics), Structural engineering, Tower, Bridge (graph theory), Beam (structure), Engineering, Span (engineering), Beam bridge