Analysis Method of Secondary Moment in Prestressed Plane Structures

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Abstract:

In prestressed plane structures, tensioning prestressing tendons in one direction will bring primary moment in another direction, so the method of calculating secondary moment by removing the primary moment from the resultant moment is not applicable for plane structures, in which the primary moment is calculated by prestressing force multiplying the distance from prestressing force to neutral axis of section. The reason for this method can not be used for calculating secondary moment in plane structures is analyzed. The method for calculating secondary moment in plane structures is presented.

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953-956

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September 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Z.T. Lü and S.P. Meng: Modern Prestressed Design (China Building Industry Press, China 1998).(In Chinese)

Google Scholar

[2] Hashim.M.S Abdul-wahab, Mohammod.H. Khalil. ASCE Struct. Engrg. 126, 219 (2000) .

Google Scholar

[3] R. Park and W.L. Gamble: Reinforced Concrete Slabs , 1980. (In Chinese)

Google Scholar

[4] W.Z. Zheng and Y. Wang: Post-tensioned Prestressed Concrete Plate-column Structure Design and Engineering Example (Heilongjiang Science and Technology Publishing Houses, China 1999). (In Chinese)

Google Scholar

[5] W.Z. Zheng and Y. Wang: Prestressed Concrete Building Structure Design United Method and Example (Heilongjiang Science and Technology Publishing Houses, China 1998). (In Chinese)

Google Scholar

[6] S.P. Meng, J. Wu and Z.T. Lü: Building Structure, (1998) No.12, p.37.

Google Scholar