# [1]李鹏,刘钊.钢筋混凝土桥墩压弯承载力统一算法[J].东南大学学报(自然科学版),2003,33(5):660-663.[doi:10.3969/j.issn.1001-0505.2003.05.028] 　Li Peng,Liu Zhao.Unified method for calculating the axial and bending bearing capacity of RC piers[J].Journal of Southeast University (Natural Science Edition),2003,33(5):660-663.[doi:10.3969/j.issn.1001-0505.2003.05.028] 点击复制 钢筋混凝土桥墩压弯承载力统一算法() 分享到： var jiathis_config = { data_track_clickback: true };

33

2003年第5期

660-663

2003-09-20

## 文章信息/Info

Title:
Unified method for calculating the axial and bending bearing capacity of RC piers

Author(s):
College of Civil Engineering, Southeast University, Nanjing 210096, China

Keywords:

U443
DOI:
10.3969/j.issn.1001-0505.2003.05.028

Abstract:
A unified calculation method is derived to evaluate the axial and bending bearing capacity of RC(reinforced concrete)piers. In derivation, the equivalent rectangular-stress graph and the stress-strain formula are respectively adopted, corresponding to the stress-strain relation for limited state. The method presented in this paper is applicable for calculating the bearing capacity of axial compression, compression-bending, and pure bending as well. An engineering example is given at the end of the paper.

## 参考文献/References:

[1] 交通部公路规划设计院.JTJ 023 — 85 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,1985.
[2] 中华人民共和国建设部.GB 50010 — 2002 混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[3] 张惠华.RC偏心受压构件截面承载能力的计算[J].华侨大学学报(自然科学版),1998,19(4):387-390.
Zhang Huihua.A method for calculating sectional bearing capacity of an eccentric compressed member made of reinforced concrete[J].Journal of Huaqiao University(Natural Science Edition),1998,19(4):387-390.(in Chinese)
[4] Waston S,Zahn F A,Park R.Confining reinforcement for concrete column [J]. J Structural Engineering,1994,120(4-6):1798-1824.

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