[1]杨 帆,苏木标,李青宁.采用层次分析法的不同标度计算铁路混凝土梁桥的部件权重[J].西安建筑科技大学学报:自然科学版,2013,(02):222-227.[doi:10.15986/j.1006-7930.2013.02.011]
 YANG Fan,SU Mu-biao,LI Qing-ning.Calculation on weights of railway concrete girder bridges parts by several scales in the analytic hierarchy process[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,(02):222-227.[doi:10.15986/j.1006-7930.2013.02.011]
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采用层次分析法的不同标度计算铁路混凝土梁桥的部件权重()
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西安建筑科技大学学报:自然科学版[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2013年02期
页码:
222-227
栏目:
出版日期:
2013-04-30

文章信息/Info

Title:
Calculation on weights of railway concrete girder bridges parts by several scales in the analytic hierarchy process
文章编号:
1006-7930(2013)02-0222-06
作者:
杨 帆1苏木标2李青宁1
(1.西安建筑科技大学土木工程学院,陕西 西安 710055; 2.石家庄铁道大学大型结构健康诊断与控制研究所,河北 石家庄 050043)
Author(s):
YANG Fan1SU Mu-biao2LI Qing-ning1
(1.School of Civil Engineering, Xian University of Architecture and Technology, Xian 710055, China 2.Structural Health Monitoring and Control Institute, Shijiazhuang Railway Institute, Shijiazhuang 050043, China)
关键词:
层次分析法不同标度铁路混凝土梁桥权重
Keywords:
analytic hierarchy process several scales railway concrete girder bridge weight
分类号:
TU12
DOI:
10.15986/j.1006-7930.2013.02.011
文献标志码:
A
摘要:
为了更准确地确定铁路混凝土梁桥各分层结构(评估要素)及各种震害破坏形式的权重,为铁路混凝土梁桥的地震灾害损失评估提供依据,在分析铁路混凝土梁桥的构造特点及其震害破坏形式的基础上,采用层次分析法中的不同标度构建判断矩阵,计算铁路混凝土梁桥部件的权重,并对计算结果分析比较.研究表明,20/2~28/2指数标度的一致性最好,即采用该标度计算铁路梁桥各分层结构(评估要素)及各种震害破坏形式的权重最合适
Abstract:
In order to accurately determine the weights of hierarchical structure and earthquake damage mode of railway concrete girder bridges and provide a basis for the earthquake disaster damage assessment of railway bridges, this paper was based on analyzing the construction features of the railway concrete girder bridges and destructive characteristic of seismic damage and proposed a method, which was to layer various kinds railway concrete girder bridges. It adopted several scales in the analytic hierarchy process, where the judgment matrix was built, the weights of railway concrete girder bridges parts were calculated, compared and analyzed. It is found that consistency of 20/2~28/2 index scale is best, namely this index scale is most suitable to calculate the weights of hierarchical structure and earthquake damage mode of railway concrete girder bridges

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2012-05-22 修改稿日期:2013-03-20
基金项目:中国地震局地震行业科研专项经费资助项目(201008005)
作者简介:杨 帆(1984-),女,河北张家口人,博士研究生,主要从事桥梁抗震方面的研究.
更新日期/Last Update: 2015-10-05