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- W2359410622 abstract "Based on little deformation theory,the general stability characteristic equations for the straight compression bars with both constant and variable cross-sections are derived so as to find the calculated length of compression bar by trial method.The calculation of the rigidity of elastic restraint at the end of pile bent column pier is also discussed here." @default.
- W2359410622 created "2016-06-24" @default.
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- W2359410622 date "2007-01-01" @default.
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- W2359410622 title "Calculated length of compression bar in pile bent column pier" @default.
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