Live Load Moments in Slab Bridges

Journal of Chongqing Jiaotong University(Natural Science) ›› 1994, Vol. 13 ›› Issue (1): 24-29.

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Live Load Moments in Slab Bridges

Hu Zhengyi¹, Jiang Zhigang¹,Xiao Jianxiong²

1.Changsha Engineer Corps Institute;2.Building Design Institute of Guangdong

Received:1993-06-08 Revised:1993-06-08 Online:1994-03-15 Published:2015-04-15

整体式板桥活载内力研究

胡正怡¹,蒋志刚¹,肖健雄²

1.长沙工程兵学院;2.广东省建筑设计院

作者简介:胡正怡,男,48岁,讲师

Abstract

Abstract: In ordcr to take into aeeount the influence of the curb stiffness,a calculation scheme for slab with edge beams is proposed in this paper fur analyzing the moments in slab bridges.Exampls demonstrate that the curb stiffness makes the longitudinal moments deercased in slab bridge and the transverse moments inereased.

Key words: siab bridge, curb stiffness, live load, siab with edge beam

摘要： 本文计入整体式板桥安全带刚度对弯矩的影响,按带边梁的矩形板分析正交整体式板桥在汽车荷载作用下的弯矩,通过算例分析对比表明:安全带的刚度使板中心纵桥向弯矩减小,横桥向弯矩增大,也使板边纵桥向弯矩减小,而横桥向弯矩变化不大．

关键词: 整体式板桥, 安全带刚度, 轮载弯矩, 级数解

CLC Number:

U448.212

Hu Zhengyi, Jiang Zhigang,Xiao Jianxiong. Live Load Moments in Slab Bridges[J]. Journal of Chongqing Jiaotong University(Natural Science), 1994, 13(1): 24-29.

胡正怡,蒋志刚,肖健雄. 整体式板桥活载内力研究[J]. 重庆交通大学学报（自然科学版）, 1994, 13(1): 24-29.

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Live Load Moments in Slab Bridges

整体式板桥活载内力研究

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