钢筋混凝土现浇板电算结果的人工调整

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Abstract Based on the design experiences on the cast-in-place reinforced concrete plate,how to adjust the computer's results concerned with the demensions of the plate,the fitting ratio of its reinforcing bars,the deformation caused by the over-width of its crack,etc,arc discussed. The corresponding de?sign suggestions are proposed,which may be provided as reference for the structural design.

Key words： multi-span continuous cast-in-place concrete plate computer aided design plate fitted with reinforcing bars adjustment

Received: 25 January 1999

PACS:

TU375. 2/

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	CHE Yanping

Cite this article:

CHE Yanping. MANUAL ADJUSTMENT OF COMPUTER’S RESULTS FOR CAST-IN- PLACE REINFORCED CONCRETE PLATES[J]. Journal of Railway Engineering Society, 1999, 16(1): 111-113.

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http://tdgcxb.crec.cn/EN/ OR http://tdgcxb.crec.cn/EN/Y1999/V16/I1/111

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[2]国振喜.实用钢筋混凝土结构设计手册（修订本）[M]. 辽宁科技出版杜.

[3]北京市建筑设计所.结构专业技术措施[M].

[4]钢筋混凝土结构[M].中国建筑工业出版社.

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