CN106021850A - Entropy weight TOPSIS method based earth excavation machine combination analysis method - Google Patents

Entropy weight TOPSIS method based earth excavation machine combination analysis method Download PDF

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Publication number
CN106021850A
CN106021850A CN201610291678.9A CN201610291678A CN106021850A CN 106021850 A CN106021850 A CN 106021850A CN 201610291678 A CN201610291678 A CN 201610291678A CN 106021850 A CN106021850 A CN 106021850A
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China
Prior art keywords
mechanical
earth excavation
consumption
combination
platform
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CN201610291678.9A
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Chinese (zh)
Inventor
陈建
单建军
陆鹏飞
张凤翔
杜红磊
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Jiangsu Institute of Architectural Technology
Jiangsu Jianzhu Institute
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Jiangsu Institute of Architectural Technology
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Priority to CN201610291678.9A priority Critical patent/CN106021850A/en
Publication of CN106021850A publication Critical patent/CN106021850A/en
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    • GPHYSICS
    • G16INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR SPECIFIC APPLICATION FIELDS
    • G16ZINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR SPECIFIC APPLICATION FIELDS, NOT OTHERWISE PROVIDED FOR
    • G16Z99/00Subject matter not provided for in other main groups of this subclass

Abstract

The invention discloses an entropy weight TOPSIS method based earth excavation machine combination analysis method. The method includes: counting and analyzing different combinations of earth excavation machine construction consumption sample indexes through a mathematic multi-objective decision method, performing sequencing by detecting an Euclidean distance between an analysis object and an optimal solution as well as an inferior solution, and finally determining an optimal earth excavation machine combination scheme. The method combines the entropy weight method and the TOPSIS method to assess an earth excavation machine combination effect, processes the common earth excavation machine consumption data through the entropy theory, determines the weight of all the indexes, applies the weight to the TOPSIS method, and calculates a distance between different kinds of combination scheme data and a positive ideal value as well as a negative ideal value; and the method can analyze the indexes directly from the view of cost consumption, can improve the precision and the practicability of analysis, is simple and easy, can be conveniently used by construction site workers, can remarkably decrease the earthwork construction cost, and can improve the engineering earnings.

Description

A kind of based on entropy weight TOPSIS method earth excavation mechanical combination analysis method
Technical field
The present invention relates to a kind of earth excavation mechanical combination and analyze method, specifically a kind of based on the method earthwork of entropy weight TOPSIS Excavation mechinery combined analysis method, it is adaptable to the earth excavation Construction Technology fields such as water conservancy, municipal administration, building, road and bridge.
Background technology
At present, abroad the reasonable disposition earthmoving equipment equalization group how, improves whole earthmoving equipment and is turned into Substantial amounts of research work has been made in the work efficiency field of industry group, and the theory in this field is mature on the whole.Domestic to earth work Research in terms of the optimization of mechanized construction tissue is that recent two decades comes inchoate, long-pending in mechanized construction of earthwork Tire out substantial amounts of practical experience, and achieved certain achievement, compared with developed country, still have a certain distance, mechanized construction The optimization system of tissue is the rarest, and this can not meet far away the demand of China's earthworks construction high speed development.Therefore carry out The optimizing research of mechanized construction of earthwork tissue, develops practical earthmoving machinery construction organization and analyzes method, right Improve the mechanized construction level of earth work, reduce construction cost and consumption, it is ensured that construction quality has extremely important meaning Justice.
The method being currently used for multiple-target system analysis has a lot, such as analytic hierarchy process (AHP), PCA, dynamic programming Method etc., but these methods consider ideal solution mostly.When analyzing the construction combination of earth excavation mechanization of building operation, construction cost consumption Ideal solution and minus ideal result be all everybody concern, TOPSIS method takes into full account this respect problem, but, traditional TOPSIS method is relatively difficult to the determination of objective attribute target attribute weight, and normal needs are artificially given, and has the biggest subjectivity and blindness.
Summary of the invention
The problem existed for above-mentioned prior art, the present invention provides a kind of based on entropy weight TOPSIS method earth excavation machinery Combined analysis method, it is possible to easy, effectively determine earth excavation mechanical combination scheme, and applicable job site personnel uses, and adopts Collection earth excavation combined machine modal cost consumption data, as analysis indexes, use entropy weight theory agriculture products weight, And market demand after weighting is analyzed in TTOPSIS method, determine the most preferably earth excavation mechanical combination scheme, fall Low earthwork construction cost, improves income on construction jobs.
To achieve these goals, this includes following tool based on entropy weight TOPSIS method earth excavation mechanical combination analysis method Body step:
Step one, the construction setting up earth excavation mechanical combination consumes sample matrix;Collect the earth excavation machinery of various combination Construction consumes the data information of parametric variable, determinesIndividual situational variables,
Structure sample matrix;Wherein,It isKind of mechanical combination theIndividual Construction consumes evaluation index;
Step 2, according to sample matrix, sets up decision matrix;With the standard 0-1 normalized method normalization sample matrix of vector, obtain specified decision matrix
Step 3, according to decision matrix, uses entropy weight Theoretical Calculation weight vectors;Calculate specified decision matrix attribute entropy,, when, it is stipulated that
Step 4, according to entropy weight Theoretical Calculation weight vectors;Calculate specified decision matrix attribute weight vector
, in formula,,
Step 5, weighted decision matrix;Calculate comentropy weighting standard matrix
Step 6, determines ideal solution, minus ideal result
Step 7, calculates different construction machinery and is combined to the Euclidean distance of ideal solutionWith negative ideal The Euclidean distance solved
Step 8, uses TOPSIS method to calculate the relative similarity degree of each mechanical combination scheme, according to the size of relative similarity degree The i.e. scheme closest to ideal solution is optimum;Calculate each mechanical combination relative similarity degree, root According to the value of relative similarity degree to being ranked up, then may determine that preferably earth excavation mechanical combination scheme.
Further, the characteristic quantity sample index in described step one(j=1,2 ..., n),, collect following six classes Data:
(1) consumption indicators is repaired in depreciation,Represent this combination in use mechanical type (),For completing construction unit flow controlConsumption when planting mechanical one-shift or platform,It isKind of mechanical one-shift or Depreciation cost quota during platform,It isRepairing cost lexpenses quota when planting mechanical one-shift or platform;
(2) peace tears consumption indicators open,It isPlant mechanical one-shift or Tai Shian tears expense quota open;
(3) manpower consumption index,It isThe manual time's sum consumed when planting the every machine-team of machinery or platform;
(4) fuel oil consumption indicators,It isThe fuel amount sum consumed when planting the every machine-team of machinery or platform;
(5) the time-consuming index of main mechanical,ForConsumption when planting machine-team or the platform of main mechanical in machinery;
(6) management fee forecast,It isPlant combined machine construction Administration fee rate,Behaviour work order valency,For fuel oil unit price.
Compared with prior art, this analyzes the beneficial effect of method such as based on entropy weight TOPSIS method earth excavation mechanical combination Under:
Entropy assessment is combined earth excavation mechanical combination by this cubic metre of earth of excavation mechinery combined analysis method with TOPSIS method Effect is estimated, and i.e. uses entropy theory to process common earth excavation machinery consumption data, determines the weight of each index, will Weight applies in TOPSIS method, calculates the various combination protocol distance to positive and negative ideal value;
This cubic metre of earth of excavation mechinery combined analysis method is directly set up index from cost consumption angle and is analyzed, and both can fill Divide the efficiency in view of different mechanical combination, improve the accuracy and practicality analyzed, make again analysis method the easiest OK, convenient construction Field Force uses.To reducing earthwork construction cost, improve income on construction jobs significant.
Accompanying drawing explanation
Fig. 1 is the analysis method flow diagram of the present invention.
Detailed description of the invention
The present invention will be further described below in conjunction with the accompanying drawings and the specific embodiments.
As it is shown in figure 1, this analyzes method based on entropy weight TOPSIS method earth excavation mechanical combination includes step in detail below:
Step one, the construction setting up earth excavation mechanical combination consumes sample matrix;Collect the earth excavation machinery of various combination Construction consumes the data information of parametric variable, determinesIndividual situational variables,
Structure sample matrix;Wherein,It isKind of mechanical combination theIndividual Construction consumes evaluation index, the following six class data of main collection:
(1) consumption indicators is repaired in depreciation,Represent this combination in use mechanical type (),For completing construction unit flow controlConsumption when planting mechanical one-shift or platform,It isPlant mechanical one-shift Or depreciation cost quota during platform,It isRepairing cost lexpenses quota when planting mechanical one-shift or platform;
(2) peace tears consumption indicators open,It isPlant mechanical one-shift or Tai Shian tears expense quota open;
(3) manpower consumption index,It isThe manual time's sum consumed when planting the every machine-team of machinery or platform;
(4) fuel oil consumption indicators,It isThe fuel amount sum consumed when planting the every machine-team of machinery or platform;
(5) the time-consuming index of main mechanical,ForConsumption when planting machine-team or the platform of main mechanical in machinery;
(6) management fee forecast,It isPlant combined machine construction Administration fee rate,Behaviour work order valency,For fuel oil unit price.
Step 2, according to sample matrix, sets up decision matrix;With the standard 0-1 normalized method normalization sample of vector Matrix, obtain specified decision matrix
Step 3, according to decision matrix, uses entropy weight Theoretical Calculation weight vectors;Calculate specified decision matrix attribute entropy,, when, it is stipulated that
Step 4, according to entropy weight Theoretical Calculation weight vectors;Calculate specified decision matrix attribute weight vector
, in formula,,
Step 5, weighted decision matrix;Calculate comentropy weighting standard matrix
Step 6, determines ideal solution, minus ideal result
Step 7, calculates different construction machinery and is combined to the Euclidean distance of ideal solutionWith negative ideal The Euclidean distance solved
Step 8, uses TOPSIS method to calculate the relative similarity degree of each mechanical combination scheme, according to the size of relative similarity degree The i.e. scheme closest to ideal solution is optimum;Calculate each mechanical combination relative similarity degree, root According to the value of relative similarity degree to being ranked up, then may determine that preferably earth excavation mechanical combination scheme.
The specific analytical method of the present invention is as follows:
Step one: structure sample matrix
In formula,It isKind of mechanical combination theIndividual construction consumes evaluation index.
(1) depreciation repairing consumption indicators:
In formula,Represent this combination in use mechanical type (),For completing construction unit flow controlKind Consumption when mechanical one-shift or platform,It isDepreciation cost quota when planting mechanical one-shift or platform,It isPlant mechanical one-shift or platform Time repairing cost lexpenses quota.
(2) peace tears consumption indicators open:
In formula,It isPlant mechanical one-shift or Tai Shian tears expense quota open.
(3) manpower consumption index:
In formula,It isThe manual time's sum consumed when planting the every machine-team of machinery or platform.
(4) fuel oil consumption indicators:
In formula,It isThe fuel amount sum consumed when planting the every machine-team of machinery or platform.
(5) the time-consuming index of main mechanical:
In formula,ForConsumption when planting machine-team or the platform of main mechanical in machinery.
(6) management fee forecast:
In formula,It isPlant combined machine administration cost during construction rate,Behaviour work order valency,For fuel oil unit price.
Step 2: by sample matrixStandardization:
Step 3: calculating specified decision matrix attribute entropy:,, when, it is stipulated that
Step 4: calculate specified decision matrix attribute weight vectorial:, in formula,,
Step 5: calculating comentropy weighting standard matrix:
Step 6: determine ideal solution and minus ideal result:
Ideal solution:
Minus ideal result:
Step 7: the Euclidean distance of calculating to ideal solution:
Calculating is to the Euclidean distance of minus ideal result:
Step 8: calculate each mechanical combination relative similarity degree:
Value according to relative similarity degree to being ranked up, then may determine that more excellent earth excavation mechanical combination scheme.
In sum, entropy assessment is combined the earthwork by this cubic metre of earth of excavation mechinery combined analysis method with TOPSIS method Excavation mechinery combined effect is estimated, and i.e. uses entropy theory to process common earth excavation machinery consumption data, determines each The weight of index, applies in TOPSIS method by weight, calculates the various combination protocol distance to positive and negative ideal value.
This cubic metre of earth of excavation mechinery combined analysis method is directly set up index from cost consumption angle and is analyzed, and both may be used To fully take into account the efficiency of different mechanical combination, improve the accuracy and practicality analyzed, make again the letter of analysis method Single easy, convenient construction Field Force uses.To reducing earthwork construction cost, improve income on construction jobs significant.

Claims (2)

1. analyze method based on entropy weight TOPSIS method earth excavation mechanical combination for one kind, it is characterised in that this cubic metre of earth of excavation mechinery Combined analysis method includes step in detail below:
Step one, the earth excavation mechanical execution collecting various combination consumes the data information of parametric variable, determinesIndividual analysis becomes Amount,
Structure sample matrix;Wherein,It isKind of mechanical combination theIndividual execute Work consumes evaluation index;
Step 2, with the standard 0-1 normalized method normalization sample matrix of vector, obtain specified decision matrix
Step 3, calculates specified decision matrix attribute entropy,, when, Regulation
Step 4, calculates specified decision matrix attribute weight vector
, in formula,,
Step 5, calculates comentropy weighting standard matrix
Step 6, determines ideal solution, minus ideal result
Step 7, calculates different construction machinery and is combined to the Euclidean distance of ideal solutionAnd minus ideal result Euclidean distance
Step 8, calculates each mechanical combination relative similarity degree, according to the value of relative similarity degree To being ranked up, then may determine that preferably earth excavation mechanical combination scheme.
One the most according to claim 1 analyzes method, its feature based on entropy weight TOPSIS method earth excavation mechanical combination It is,
Characteristic quantity sample index in described step one(j=1,2 ..., n),, the following six class data of collection:
(1) consumption indicators is repaired in depreciation,Represent this combination in use mechanical type (),For completing construction unit flow controlConsumption when planting mechanical one-shift or platform,It isPlant mechanical one-shift Or depreciation cost quota during platform,It isRepairing cost lexpenses quota when planting mechanical one-shift or platform;
(2) peace tears consumption indicators open,It isPlant mechanical one-shift or Tai Shian tears expense quota open;
(3) manpower consumption index,It isThe manual time's sum consumed when planting the every machine-team of machinery or platform;
(4) fuel oil consumption indicators,It isThe fuel amount sum consumed when planting the every machine-team of machinery or platform;
(5) the time-consuming index of main mechanical,ForConsumption when planting machine-team or the platform of main mechanical in machinery;
(6) management fee forecast,It isPlant combined machine construction pipe Reason rate,Behaviour work order valency,For fuel oil unit price.
CN201610291678.9A 2016-05-05 2016-05-05 Entropy weight TOPSIS method based earth excavation machine combination analysis method Pending CN106021850A (en)

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Publication number Priority date Publication date Assignee Title
CN108846515A (en) * 2018-06-06 2018-11-20 武汉市标准化研究院 A kind of selection method of industrial robot manufacturing enterprise optimal technical solution
CN114513744A (en) * 2021-07-07 2022-05-17 南京航空航天大学 Channel state evaluation method based on position information
US20220207196A1 (en) * 2020-12-25 2022-06-30 Institute Of Geology And Geophysics, Chinese Academy Of Sciences Optimal design method and system for slope reinforcement with anti-slide piles

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CN103310102A (en) * 2013-06-07 2013-09-18 沈阳机床(集团)有限责任公司 Comprehensive machine tool property evaluation method based on entropy weight and membership theory

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JP2006072820A (en) * 2004-09-03 2006-03-16 Mitsubishi Electric Corp Device for analyzing combination optimization problem
CN103091480A (en) * 2013-01-07 2013-05-08 河北工业大学 Entropy weight-based underground road bituminous pavement service performance evaluation method
CN103310102A (en) * 2013-06-07 2013-09-18 沈阳机床(集团)有限责任公司 Comprehensive machine tool property evaluation method based on entropy weight and membership theory

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108846515A (en) * 2018-06-06 2018-11-20 武汉市标准化研究院 A kind of selection method of industrial robot manufacturing enterprise optimal technical solution
US20220207196A1 (en) * 2020-12-25 2022-06-30 Institute Of Geology And Geophysics, Chinese Academy Of Sciences Optimal design method and system for slope reinforcement with anti-slide piles
US11459722B2 (en) * 2020-12-25 2022-10-04 Institute Of Geology And Geophysics, Chinese Academy Of Sciences Optimal design method and system for slope reinforcement with anti-slide piles
CN114513744A (en) * 2021-07-07 2022-05-17 南京航空航天大学 Channel state evaluation method based on position information

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Application publication date: 20161012