STUDIES ON EARTHQUAKE-RESISTANT DESIGNS OF BRIDGES (PART II)

IN THE PRESENT WORK, FRAGMENTARY PAPERS ARE CONSOLIDATED INTO ONE THESIS. A PROPOSAL IS PUT FORWARD IN CONNECTION WITH THE DESIGN SEISMIC COEFFICIENTS TAKING ACCOUNT OF DYNAMIC RESPONSES APPLICABLE TO LONG-SPAN DEEP-FOUNDATION THREE-SPAN SUSPENSION BRIDGES. THIS PROPOSAL MEANS THAT NON- LINEARITY CAN ALSO BE TAKEN INTO ACCOUNT IN RESTORING FORCE WHEN THE DESIGN SEISMIC COEFFICIENTS APPLICABLE TO CAISSON FOUNDATIONS ARE CONSIDERED. THE COMPUTATION METHOD USED IN A PAPER ENTITLED "MODIFIED SEISMIC COEFFICIENTS TAKING ACCOUNT OF DYNAMIC RESPONSES" MAY BE UTILIZED AS A REASONABLE COMPUTATION METHOD OF DESIGN SEISMIC COEFFICIENTS FOR A WIDE VARIETY OF GENERAL STRUCTURES. /AUTHOR/

• Corporate Authors:

  Public Works Res Inst, Cm /Japan

  ,    
• Authors:
  • KURIBAYASHI, E
• Publication Date: 1972

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 1-64
• Serial:
  • Publication of: Precast Concrete /UK/
  • Volume: 15
  • Publisher: Precast Concrete /UK

Subject/Index Terms

• TRT Terms: Bridge design; Bridges; Dynamic loads; Earthquake resistant design; Earthquake resistant structures; Structural design; Suspension bridges
• Uncontrolled Terms: Dynamic response
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209844
• Record Type: Publication
• Files: TRIS
• Created Date: May 7 1973 12:00AM