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- W2359284060 abstract "There may exist large difference and asymmetrical distribution of the compressive stress level in the vertical members in some tall and super tall R.C. buildings. Under long-term gravity loads,concrete creep effect can cause large sideway and inclined deformations. As a result,not only would the long-term service of the buildings be influenced,but also hidden structural security trouble would be induced. Combined with a set of simple and reasonable creep mode and energy principle,a typical frame structure example is analyzed and the essential causes of the structural sideway and incline due to creep are found. Some technical measures,including adjusting columns reinforcement ratios,section sizes,concrete grades are presented and proved to reduce the structural sideway and incline effectively,by a tall frame structure example." @default.
- W2359284060 created "2016-06-24" @default.
- W2359284060 creator A5069994965 @default.
- W2359284060 date "2006-01-01" @default.
- W2359284060 modified "2023-09-26" @default.
- W2359284060 title "Analysis of creep effect on tall and super tall R.C. buildings" @default.
- W2359284060 hasPublicationYear "2006" @default.
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