INVESTIGATION OF CABLE-STAYED BRIDGE WITH THIN PLATE GIRDER

Based on the test results of cable-stayed bridge model with thin reinforced concrete girder, this paper investigates the stability of thin plate girder, capacity to distribution loads, mode of damage of the bridge. It indicates that the cable-stayed bridge with thin reinforced concrete girder is reliable.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10074112
• Corporate Authors:

  EDITORIAL DEP. OF THE JOURNAL OF CJI

  7 GONGLI NAN AN
  CHONGQING, SICHUAN  China  630074
• Authors:
  • GUANGHONG, XIAO
  • QIULING, ZHANG
• Publication Date: 1996-12

Language

• Chinese

Media Info

• Features: References;
• Pagination: p. 8-13
• Serial:
  • JOURNAL OF CHONGQING JIAOTONG UNIVERSITY
  • Volume: 15
  • Issue Number: 4
  • Publisher: CHONGQING JIAOTONG UNIVERSITY
  • ISSN: 1007-4112

Subject/Index Terms

• TRT Terms: Cable stayed bridges; Failure; Girders; Load limits; Loads; Physical distribution; Reinforced concrete; Scale models; Stability (Mechanics); Structural models; Structural plates; Tests
• Uncontrolled Terms: Load carrying capacity; Plate
• ITRD Terms: 3472: Beam; 3085: Bearing capacity; 9016: Distribution (gen); 5520: Failure; 5567: Load; 6205: Model (not math); 4794: Reinforced concrete; 3491: Slab; 5930: Stability; 3417: Stayed girder bridge; 6255: Test
• Subject Areas: Bridges and other structures; Freight Transportation;

Filing Info

• Accession Number: 00739190
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Aug 28 1997 12:00AM