Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (3): 21-23.
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GAO Yan-mei1, LIU Dong2, ZHOU Zhi-xiang1
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高燕梅,1刘东,2周志祥1
作者简介:
Abstract: Based on discussing the method of calculating cylinder pier′s crack width under eccentric load in the new Specifications for Design of Reinforced Concrete′s and Prestressed Concrete′s Highway Bridge and Culverts,and the method of using traditional nominal tension stress to calculating it indirectly, we have first brought forth a new simplified method to calculate cylinder pier′s crack width directly by using nominal tension stress, and then verified the data frequently used in engineering. The p
Key words: cylinder pier, eccentric load, crack width, nominal tension stress, multiple regression analysis
摘要: 笔者讨论了新5公桥规6中偏载作用下圆截面墩柱裂缝宽度的计算方法,以及传统的用名义拉应力法间接控 制裂缝的方法,提出了用名义拉应力直接计算其裂缝宽度的简化计算方法,并对工程中常用的数组数据进行比较 验算证明,该计算方法极大地简化了计算程序,并与按新5公桥规6计算的结果吻合较好
关键词: 圆截面墩柱, 偏载作用, 裂缝宽度, 名义拉应力, 多元回归
CLC Number:
U441+.4
GAO Yan-mei, LIU Dong, ZHOU Zhi-xiang. A new simplified method of calculating pier′s crack width under eccentric load[J]. Journal of Chongqing Jiaotong University(Natural Science), 2004, 23(3): 21-23.
高燕梅,1刘东,2周志祥1. 偏载作用下圆截面墩柱裂缝宽度的简化计算方法[J]. 重庆交通大学学报(自然科学版), 2004, 23(3): 21-23.
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