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The Analysis of Stability on Cable-arch Structure Acted by a Concentrated Load at the Middle Point of a Span(PDF)

《南京理工大学学报》(自然科学版)[ISSN:1005-9830/CN:32-1397/N]

Issue:
2003年02期
Page:
214-217
Research Field:
Publishing date:

Info

Title:
The Analysis of Stability on Cable-arch Structure Acted by a Concentrated Load at the Middle Point of a Span
Author(s):
DingJianguo
School of Sciences,NUST,Nanjing 210094
Keywords:
cable- arch st ructure buckling limit load
PACS:
TU398.9
DOI:
-
Abstract:
In this paper, theory of elast ic stability is applied in the research of both pure arch and cable- arch hybrid st ructure on which a concent rated load act s at the middle point of a span and stability equat ions are presented. How both the concerned prest ress and place connecting cable to arch af fects a limit concentrated load is analysed and compared by examples. The conclusions can be used as reference in designing cable- arch st ructures.

References:

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2   Timoshenkos E. Theory of elastic stability[M] . New Yor k: McGraw - Hill Boo k Company , 1936.204~ 238.
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Memo

Memo:
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Last Update: 2013-03-17