首页 | 本学科首页   官方微博 | 高级检索  
     检索      

深基坑支护方案评价的逼近理想解模型及其应用
引用本文:王广月,隋海荣,姜阿娟.深基坑支护方案评价的逼近理想解模型及其应用[J].岩土力学,2006,27(Z1):677-680.
作者姓名:王广月  隋海荣  姜阿娟
作者单位:山东大学 土建与水利学院,济南 250061
摘    要:对于深基坑支护系统方案评价提出一种新的方法,以避免主观判断的不确定性和随意性。针对传统信息系统项目评标中单纯由主观判断确定指标权重方法的不足,提出了将主观判断与客观情况相结合、定性、定量相结合的熵权法来确定指标的权重系数,进而将逼近理想解法与熵权法综合集成进行合理方案的评价。将该方法应用于深基坑支护系统方案过程评价的实践,取得了较为满意的结果。

关 键 词:熵权  逼近理想解法  评价  决策  
收稿时间:2006-04-15

TOPSIS Model based of supporting projects of deep foundation pit
WANG Guang-yue,SUI Hai-rong,JIANG A-juan.TOPSIS Model based of supporting projects of deep foundation pit[J].Rock and Soil Mechanics,2006,27(Z1):677-680.
Authors:WANG Guang-yue  SUI Hai-rong  JIANG A-juan
Institution:School of Civil and Hydraulic Engineering, Shandong University, Jinan 250061, China
Abstract:A new method is put forward to evaluate projects of bracing system for deep excavation to avert uncertainty and random caused by subjective estimation. Weight coefficients of indices are determined by entropy weight method, which combines subjective estimation with objective facts, combines qualitative analysis with quantitative analysis. At the same time, TOPSIS method is associated with entropy weight method to make a rational evaluation. This method has been applied to real project of bracing system for deep excavation; and the result is approvable.
Keywords:entropy weight  TOPSIS  evaluation  decision making  
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号