DESIGN OF COLUMNS FOR SEISMIC LOADS

AN ANALYTICAL SOLUTION FOR THE COLUMN SAFETY PROBLEM IS PRESENTED HEREIN WITH EARTHQUAKE ENGINEERING APPLICATIONS. THE PROBABILITIES OF FAILURE ARE COMPUTED FOR 25 COLUMNS SUBJECTED TO DESIGN LOADS AS WELL AS CERTAIN EARTHQUAKE EXCITATIONS. RESULTS INDICATE THAT THE VERTICAL EARTHQUAKE EXCITATION OF EARTHQUAKE MOTIONS SHOULD NOT BE IGNORED IN THE SEISMIC DESIGN OF BUILDING STRUCTURES.

  • Supplemental Notes:
    • PROC PAPER 9978 APP
  • Authors:
    • Gurpinar, A
    • Yao, J T
  • Publication Date: 1973-9

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 1875-87
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00210014
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Apr 11 1974 12:00AM