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浅谈曲线梁预应力横向效应
引用本文:张书峰. 浅谈曲线梁预应力横向效应[J]. 城市道桥与防洪, 2007, 0(6): 31-34
作者姓名:张书峰
作者单位:广州市公路勘察设计院,广东广州,510510
摘    要:
该文结合广州市东晓南路曲线梁的实际设计经验,分析了曲线梁中预应力的横向效应对主梁及下部结构的影响,以及曲线梁如何从构造上更好地防止腹板崩塌。

关 键 词:曲线梁  横向效应  腹板防崩塌
文章编号:1009-7716(2007)06-0031-04
收稿时间:2007-01-11
修稿时间:2007-01-11

Elementary Discussion of Prestressed Transverse Effect of Curve Beam
Zhang Shufeng. Elementary Discussion of Prestressed Transverse Effect of Curve Beam[J]. Urban Roads Bridges & Flood Control, 2007, 0(6): 31-34
Authors:Zhang Shufeng
Affiliation:Zhang Shufeng
Abstract:
According to the practical design experience of the curve beam in Dongxiao South Road of Guangzhou City, the article analyzes the influence of the prestressed transverse effect of the curve beam on the main beam and substructure, and the curve beam how better to prevent the web from dilapidating on the construction.
Keywords:curve beam   transverse effect   web anti-dilapidating
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