A feasibility study of the use of torsional and moment carrying external diaphragms on a double steel box girder bridge system to reduce live load moment
Todd Nottingham
Abstract
Open-access reader
Todd Nottingham
Abstract
Open-access reader
The purpose of this paper was to determine the feasibility of using external load carrying diaphragms for reduction in live load bending moment produced from eccentric loading.i,.A -.
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 purpose of this paper was to determine the feasibility of using external load carrying diaphragms for reduction in live load bending moment produced from eccentric loading.i,.A -.
Key concepts: Structural engineering, Moment (physics), Box girder, Engineering, Bridge (graph theory), Structural load, Girder, Physics