WIND RESISTANT DESIGN OF A CABLE-STAYED GIRDER BRIDGE

WIND EFFECT (AS EVALUATED IN WIND TUNNEL EXPERIMENTS) RATHER THAN WIND LOAD IS ADVOCATED FOR WIND RESISTANT BRIDGE DESIGN AND INSPECTION FOR STRUCTURAL SAFETY. CALCULATED VIBRATIONAL FREQUENCY COINCIDED CLOSELY WITH MEASURED FREQUENCY FOR A COMPLETED CABLE-STAYED GIRDER BRIDGE, USING VIBRATIONAL LOADING EQUIPMENT TO INDUCE FLEXURAL AND TORSIONAL VIBRATION.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/03865878
• Supplemental Notes:
  • PART I
• Corporate Authors:

  Public Works Res Inst, Cm /Japan

  ,    
• Authors:
  • Murakami, E
  • Okubo, T
• Publication Date: 1971

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 115-26
• Serial:
  • Publication of: Public Works Research Institute, Japan
  • Volume: 12
  • Publisher: Public Works Research Institute, Japan
  • ISSN: 0386-5878

Subject/Index Terms

• TRT Terms: Aerodynamic force; Bridge design; Bridges; Cables; Damping (Physics); Girder bridges; Structural design; Vibration; Vibratory equipment; Wind; Wind tunnels
• Uncontrolled Terms: Wind load
• Old TRIS Terms: Vibrating equipment
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209698
• Record Type: Publication
• Files: TRIS
• Created Date: Jul 24 1972 12:00AM