Title:
Rigid Frame Railroad Bridges in Japan
Author(s):
Yoshiji Matsumoto
Publication:
Journal Proceedings
Volume:
61
Issue:
12
Appears on pages(s):
1489-1508
Keywords:
DOI:
10.14359/7835
Date:
12/1/1964
Abstract:
As a result of a study, a multispan rigid frame was selected as the standard type for elevated bridges on the new 320-mile railroad connecting Tokyo and Osaka. This paper describes the preliminary design to select a standard frame, and the design and construction techniques used for the nearly 70 miles of bridges which incorporate the selected standard. Details are presented on torsional moments in double-tee beams; design of beams; problems concerning the slabs and columns; lateral stiffness and earthquake re-sistance; footings; and foundation settlement.