ULTIMATE LOAD AND BUCKLING BEHAVIOR OF REINFORCED CONCRETE BRIDGE PIERS SUPPORTED ON ROLLERS

DAS TRAG- UND VERFORMUNGSVERHALTEN VON STAHLBETONBRUECKENPFEILERN MIT ROLLENLAGERN

Determination of the ultimate load of slender reinforced concrete bridge piers with roller supports, considering the interaction between superstructure and pier, can only by made by means of a computer, if adequate precision is to be obtained without combersome efforts. In the present paper the principles of a respective program are derived in FORTRAN IV, the geometrical and mechanical properties of the roller support being taken into account.

• Authors:
  • Liermann, K
• Publication Date: 1976

Language

• German

Media Info

• Features: References;
• Pagination: 142 p.
• Serial:
  • Deutche Ausschuss fur Stablbeton
  • Issue Number: 266

Subject/Index Terms

• TRT Terms: Breaking loads; Bridge piers; Bridge superstructures; Buckling; Computer programs; Reinforced concrete; Rollers; Structural supports
• Identifier Terms: FORTRAN (Computer program language)
• Old TRIS Terms: Supports
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00152731
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Sep 20 1977 12:00AM