Comparison between Design of Partially Cable- stayed Bridge and Continuous Girder Bridge
SU Gao-yu
Abstract
SU Gao-yu
Abstract
This paper introduces the design of continuous rigid frame bridge project and partially cable-stayed bridge project of one bridge in a highway, spans of this bridge are attributed as (70+2×120+70)m.The mechanical analysis of structure of these two types of bridge, and summary of the excellences and shortcomings when they are applied are introduced,too.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
This paper introduces the design of continuous rigid frame bridge project and partially cable-stayed bridge project of one bridge in a highway, spans of this bridge are attributed as (70+2×120+70)m.The mechanical analysis of structure of these two types of bridge, and summary of the excellences and shortcomings when they are applied are introduced,too.
Key concepts: Bridge (graph theory), Rigid frame, Structural engineering, Girder, Beam bridge, Engineering, Frame (networking), Span (engineering)