REFLECTIONS ON PROBLEMS OF EXISTING CODE FOR DESIGN OF REINFORCED CONCRETE SILOS

Yuan Longfei; Li Xiaowen; Bai Guoliang; Kang Lingguo; Li Xu; Sun Wei

doi:10.13204/j.gyjz201201029

Volume 42 Issue 1

Dec. 2014

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Yuan Longfei, Li Xiaowen, Bai Guoliang, Kang Lingguo, Li Xu, Sun Wei. REFLECTIONS ON PROBLEMS OF EXISTING CODE FOR DESIGN OF REINFORCED CONCRETE SILOS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 149-153,139. doi: 10.13204/j.gyjz201201029

Citation:

Yuan Longfei, Li Xiaowen, Bai Guoliang, Kang Lingguo, Li Xu, Sun Wei. REFLECTIONS ON PROBLEMS OF EXISTING CODE FOR DESIGN OF REINFORCED CONCRETE SILOS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 149-153,139. doi: 10.13204/j.gyjz201201029

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REFLECTIONS ON PROBLEMS OF EXISTING CODE FOR DESIGN OF REINFORCED CONCRETE SILOS

doi: 10.13204/j.gyjz201201029

1.
1. School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China;
2.
2. Northwest Electric Power Design Institute,Xi'an 710032,China

Received Date: 2011-03-14
Publish Date: 2012-01-20

Abstract

Abstract

Some of the problems such as silo categories,load effect fundamental combination and selection of correlation coefficient,calculation of stored material pressure,structural of design etc.were detected while using GB 500772003 Code for Design of Reinforced Concrete Silos to calculate and design a silo.By elaborating and discussing thoroughly,meaningful conclusions were proposed: the silo structure classification was clear;load effect and seismic action effect combination formulas were analysed;relevant provisions of the stored material load calculating and structure design were explained.
- silos,
- load effect combination,
- stored material effective mass,
- stored material load,