PRACTICAL DESIGN METHOD OF STEEL PLATE DECK BRIDGES BASED ON THEORY OF ORTHOTROPIC PLATES /IN JAPANESE/

DESIGN CHARTS AND EXAMPLES ARE PRESENTED FOR STEEL PLATE DECK BRIDGES BASED ON THE DESIGN LOADING SPECIFIED IN STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES IN JAPAN. IF THE SPAN LENGTHS, SPACES, AND CROSS SECTIONS OF HORIZONTAL RIBS AND FLOW BEAMS OF A STEEL PLATE DECK WITH OPEN- OR CLOSED-RIBS, WHICH IS SIMPLY SUPPORTED ON TWO MAIN GIRDERS, ARE GIVEN, MAXIMUM STRESSES IN THEIR MEMBERS CAN BE EASILY OBTAINED BY USING THE DESIGN CHARTS. /TRRL/

• Corporate Authors:

  Public Works Res Inst, Cm /Japan

  ,    
• Authors:
  • Unihiru, T
  • Fujiwara, M
• Publication Date: 1970-5

Language

• English

Media Info

• Features: Figures; Tables;
• Pagination: p. 1-75
• Serial:
  • Publication of: Intl Assoc Bridge & Struct Eng /Switz/
  • Volume: 137
  • Publisher: Intl Assoc Bridge & Struct Eng /Switz

Subject/Index Terms

• TRT Terms: Bridge decks; Design load; Steel plates; Stresses
• Old TRIS Terms: Ribs (Structural)
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208793
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: Jul 9 1972 12:00AM