Have a personal or library account? Click to login

Arrangement of material depots for line segment–modeled structures using continuous conditions

Organization, Technology and Management in Construction: an International Journal
Volume 8 (2016): Issue 1 (December 2016)
By:
Open Access
|Mar 2017

Figures & Tables

Fig. 1

Modeling the structure.
Modeling the structure.

Fig. 2

(a) 2D marking of the structure. (b) The length of the total delivery path.
(a) 2D marking of the structure. (b) The length of the total delivery path.

Fig. 3

Length of the total delivery distance for different cut points between Rj and Rj+1.
Length of the total delivery distance for different cut points between Rj and Rj+1.

Fig. 4

Drawing provided by the architect (left panel), and the information transformed into the model (right panel).
Drawing provided by the architect (left panel), and the information transformed into the model (right panel).

Fig. 5

Measuring counterclockwise k pieces’ Vd, volume of line segment chains from all Ai.
Measuring counterclockwise k pieces’ Vd, volume of line segment chains from all Ai.

Fig. 6

The curve of the sum of the delivery path.
The curve of the sum of the delivery path.

Fig. 7

The lowest solution of all counted equations.
The lowest solution of all counted equations.

Fig. 8

(a) An expert's solution on paper. (b) The expert's solution in real field.
(a) An expert's solution on paper. (b) The expert's solution in real field.

Fig. 9

(a) Result of the model in Fig. 8; (b) Voronoi regions for the result of the model in Fig. 8; (c) output of laborer's mentality.
(a) Result of the model in Fig. 8; (b) Voronoi regions for the result of the model in Fig. 8; (c) output of laborer's mentality.

Coordinates of all Ri_

CiAi(x)Ai(y)Ei,KEi,1 (x)Ei,1 (y)Ei,KEi,2 (x)Ei,2 (y)
C1=A100E1,1100.08E1,25.845.00
C2=A260E2,18.435E2,203.59
C3=A390E3,16.925E3,202.09
C4=A4100E4,15.925E4,200.08
C5=A5101.5E5,13.335E5,21.420
C6=A6102.5E6,12.675E6,21.920
C7=A7105E7,10.175E7,24.420
C8=A85.55E8,10.330E8,2100.42
C9=A935E9,11.580E9,2101.83
C10=A1005E10,14.580E10,29.835
C11=A1102E11,19.070E11,26.835
C12=A1201E12,19.070E12,26.835

The sum of the total delivery path for each Ri_

RjΣSk
Ri(x)Ri(y)ΣS1(a)S1 (b)S2(a)S2 (b)S3(a)S3(b)
R1A10016.644.2909.254.1251.0024.339
R2E8,10.33016.490.8114.1614.6250.0019.0544.316
R3E5,21.42016.828.3844.7360.3923.5215.6960.023
R4E9,11.58016.940.3573.4185.8530.0338.2734.778
R5E6,21.92017.228.0334.8480.3083.1996.3340.082
R6E7,24.4018.225.7151.0430.8289.1921.103
R7E10,14.58018.21.1360.7279.2781.2045.545
R8A26017.219.7082.3592.914.9672.0140.209
R9A39016.289.6723.4541.6684.753.2190.016
R10E11,19.07016.253.2920.0119.653.5051.6064.726
R11E12,1same as R10
R12A410016.459.2934.0771.0494.3794.210
R13E1,1100.1same as R1
R14E8,2100.4same as R2
R15A5101.5same as R3
R16E9,2101.8same as R4
R17A6102.5same as R5
R18A7105same as R6
R19E10,29.85same as R7
R20E2,18.45same as R8
R21E3,16.95same as R9
R22E11,26.85same as R10
R23E12,2same as R10
R24E4,15.95same as R12
R25E1,25.85same as R1
R26A85.55same as R2
R27E5,13.35same as R3
R28A935same as R4
R29E6,12.75same as R5
R30E7,10.25same as R6
R31A1005same as R7
R32E2,203.6same as R8
R33E3,202.1same as R9
R34A1102same as R10
R35A12same as R10
R36E4,200.1same as R12
DOI: https://doi.org/10.1515/otmcj-2016-0009 | Journal eISSN: 1847-6228 | Journal ISSN: 1847-5450
Journal RSS Feed
Language: English
Page range: 1518 - 1527
Submitted on: Oct 1, 2016
Accepted on: Nov 18, 2016
Published on: Mar 14, 2017
Published by: University of Zagreb
In partnership with: Paradigm Publishing Services
Publication frequency: 1 issue per year
Keywords:
construction site layout planning,
continuous demand,
facility location allocation
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other

© 2017 Attila Pém, Levente Mályusz, published by University of Zagreb
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Previous articleVolume 8 (2016): Issue 1 (December 2016)