[1]翟科玮,杜朝伟,郑凤玺,等.在役钢筋混凝土T形梁桥承载能力的模糊随机评估法[J].郑州大学学报(工学版),2017,38(04):88-93.[doi:10.13705/j.issn.1671-6833.2017.01.014]
 Zhai KeweiDu ChaoweiZheng FengxiZheng Yuanxun.Load Bearing Capacity of Existing Rural Highway RC T Beam Bridge Based on Fuzzy Comprehensive Evaluation[J].Journal of Zhengzhou University (Engineering Science),2017,38(04):88-93.[doi:10.13705/j.issn.1671-6833.2017.01.014]
点击复制

在役钢筋混凝土T形梁桥承载能力的模糊随机评估法()
分享到:

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
38
期数:
2017年04期
页码:
88-93
栏目:
出版日期:
2017-07-18

文章信息/Info

Title:
Load Bearing Capacity of Existing Rural Highway RC T Beam Bridge Based on Fuzzy Comprehensive Evaluation
作者:
翟科玮杜朝伟郑凤玺郑元勋
1.洛阳市农村公路管理处,河南洛阳,471000;2.河南省交通运输厅公路管理局,河南郑州,450012;3.商丘市公路管理局,河南商丘,476000;4.郑州大学水利与环境学院,河南郑州,450001
Author(s):
Zhai Kewei1Du Chaowei2Zheng Fengxi3Zheng Yuanxun4
1. Luoyang City Rural Highway Management Office, Luoyang, Henan, 471000; 2. Henan Provincial Department of Transportation Highway Administration, Zhengzhou, Henan, 450012; 3. Shangqiu Highway Administration, Shangqiu, Henan, 476000; 4. School of Water Conservancy and Environment, Zhengzhou University, Henan Zhengzhou,450001
关键词:
Keywords:
DOI:
10.13705/j.issn.1671-6833.2017.01.014
文献标志码:
A
摘要:
针对中小跨径T形粱桥的特点,提出了一种模糊随机的上部结构承载能力综合评估方法.根据现场检测结果对承载能力评定的各因素指标进行随机模拟,应用模糊综合评定方法得到各分项验算系数和承载能力的概率分布,进而计算得到具有一定保证率的承载能力评定结果.通过对某公路钢筋混凝土简支T梁桥的计算,验证了该方法的可行性,且研究结果可为公路桥梁的承载力评定和维修管理提供参考.
Abstract:
A comprehensive evaluation method of bearing capacity was proposed for highway T beam bridge based on fuzzy stochastic theory.Factor indexes of load bearing capability were produced by stochastic simulation according to on-site test data.Then the probability distribution of the bearing capacity partial check coefficients and the load bearing capacity were obtained by fuzzy comprehensive evaluation theory.Finally the load bearing capacity with certain guarantee rate was figured out.An example of reinforced concrete (RC) T type beam bridge was analyzed and the feasibility of the proposed method was demonstrated.The results provided reference for highway bridge bearing capacity evaluation and repair management.

相似文献/References:

[1]张然,汪海年,周俊,等.基于离散-连续耦合方法的土工格室加筋碎石承载能力数值模拟[J].郑州大学学报(工学版),2016,37(01):49.[doi:10.3969/j.issn.1671-6833.201410012]
 Wang Hainian,Zhang Ran,Zhou Jun,et al.Numerical Simulation of the Bearing Capacity for Geocell Reinforced Gravel Based on Discrete-Continuous Coupling Calculation[J].Journal of Zhengzhou University (Engineering Science),2016,37(04):49.[doi:10.3969/j.issn.1671-6833.201410012]
[2]陈淮,苗同臣..钻井井架屈曲荷载分析的动态评估方法[J].郑州大学学报(工学版),2001,22(01):10.[doi:10.3969/j.issn.1671-6833.2001.01.003]
 CHEN Huai,Miao Tongchen.Dynamic evaluation method for buckling load analysis of drilling derrick[J].Journal of Zhengzhou University (Engineering Science),2001,22(04):10.[doi:10.3969/j.issn.1671-6833.2001.01.003]
[3]熊滨生.渐开线园柱齿轮变形量fsho的计算[J].郑州大学学报(工学版),1988,9(03):31.
[4]冯澄宙.渐开线圆柱齿轮承载能力计算程序的应用[J].郑州大学学报(工学版),1988,9(04):98.
 [J].Journal of Zhengzhou University (Engineering Science),1988,9(04):98.

更新日期/Last Update: