ON THE DESIGN OF THE SUBSTRUCTURE EQUILIBRATED WITH THE SUPERSTRUCTURE OF BEAM BRIDGE
Ichirō Uchida
Abstract
Open-access reader
Ichirō Uchida
Abstract
Open-access reader
The collapses of beam bridges occur at the substructure more frequently than the superstructure. One of the causes of these phenomena is the difference of the design processes of super- and substructure. In this report, at first the author examines the present design processes, and then proposes a design method which is based on the conditions that collapses of super- and substructure occur at the same time.
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.
The collapses of beam bridges occur at the substructure more frequently than the superstructure. One of the causes of these phenomena is the difference of the design processes of super- and substructure. In this report, at first the author examines the present design processes, and then proposes a design method which is based on the conditions that collapses of super- and substructure occur at the same time.
Key concepts: Substructure, Superstructure, Bridge (graph theory), Structural engineering, Beam (structure), Beam bridge, Engineering, Medicine