eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
1931
1940
2010
Feature extraction and classication techniques for health monitoring of structures
J.P. Amezquita-Sanchez
jamezquita@hspdigital.org
1
H. Adeli
adeli.1@osu.edu
2
Departments of Civil, Biomedical, and Electromechanical Engineering, Faculty of Engineering, Autonomous University of Queretaro, Campus San Juan del Rio, Moctezuma 249, Col. San Cayetano, 76807, San Juan del Rio, Queretaro, Mexico
Department of Civil, Environmental and Geodetic Engineering, The Ohio State University, 470 Hitchcock Hall, 2070 Neil Avenue, Columbus, OH 43220, U.S.A
Damage identication in Structural Health Monitoring (SHM) involves three main steps: signal acquisition, signal processing, and feature extraction and interpretation. Recently, the authors presented a review of recent articles on signal processing techniques for vibration-based SHM. This article presents a review of journal articles on feature extraction and classication techniques in order to assess the health condition of a structure in an automated manner. This review is limited to civil structures such as buildings and bridges. The methods reviewed are neural networks, wavelets, fuzzy logic, support vector machine, linear discriminant analysis, clustering algorithms, Bayesian classiers, and hybrid methods. Further, two novel algorithms with potential for feature classication in SHM are suggested.
http://scientiairanica.sharif.edu/article_2010_20994a777873545166d434cb273d4fc1.pdf
Classication techniques
Signal processing techniques
Vibrations
structural health monitoring
Civil structures
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
1941
1953
2011
Central force metaheuristic optimisation
N. Siddique
nh.siddique@ulster.ac.uk
1
H. Adeli
adeli.1@osu.edu
2
School of Computing and Intelligent Systems, Ulster University, Northland Road, Londonderry, BT48 7JL, United Kingdom
Department of Civil, Environmental and Geodetic Engineering, The Ohio State University, 470 Hitchcock Hall, 2070 Neil Avenue, Columbus, OH 43220, U.S.A
Central Force Optimisation (CFO) is a nature-inspired conceptual framework with roots in gravitational kinematics, a branch of physics that models the motion of masses moving under the in uence of gravity. This paper presents a review of CFO, its variants, and applications to engineering problems. Example applications include electric circuit design, antenna design, water pipe network design, and training of articial neural networks.
http://scientiairanica.sharif.edu/article_2011_14ac14ae816341e8c3fd5dfe65dcee7d.pdf
Central force optimisation
Nature-inspired computing
Gravitational kinematics
Metaheuristic algorithm
Circuit design
Antenna design
Water pipe network
Articial neural networks
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
1954
1963
2012
Seismic Energy Dissipation in Bridges with Air Springs
Ardalan Sherafati
1
Farhad Ahmadi
2
Shervin Maleki
smaleki@sharif.edu
3
Department of Civil Engineering, University of Nebraska-Lincoln, Lincoln, Nebraska, USA
Department of Civil Engineering, University of Texas at Austin, Austin, Texas, USA
Department of Civil Engineering, Sharif University of Technology P.O.Box 11365-9313, Tehran, Iran
Seismic loads on bridges may cause large damaging forces in the substructure. Isolation and energy dissipating elements or a combination of the two have been used to reduce the transmitted forces caused by seismic loading. The benefits of these systems are mainly attributed to the increase of structure’s natural period of vibration and damping. This paper investigates a new device that works on the same principles. This device is composed of sliding bearings and air springs or airbags. Several bridges are analyzed using the Nishimura’s model for air springs and the sensitivity of seismic response of bridges due to variable spring parameters is investigated and optimum values are obtained. Then, using these parameters for the air spring and solving the equation of motion the variation of air spring internal parameters with time are investigated. Results show that air springs are very efficient in reducing the effects of seismic forces.
http://scientiairanica.sharif.edu/article_2012_7575abc065eab271e62c3f0f94ffce7d.pdf
bridges
Seismic effects
Energy dissipation
Dampers
Air springs
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
1964
1971
2013
Static analysis of interaction between twin-tunnels using Discrete Element Method (DEM)
M. Oliaei
m.olyaei@modares.ac.ir
1
E. Manafi
2
Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
The development of transportation in large cities requires the construction of twin-tunnels or the construction of new tunnels close to the existing ones. Since both the relative position of tunnels and the construction procedure aect the soil movement, this paper presents analysis of this issue with a particular interest for the optimization of both the relative position of the twin-tunnels and the construction procedure. Since the soil is composed of discrete particles with dierent sizes, modeling using nite element methods based on the mechanics of a continuous medium is not completely consistent with reality (especially, modeling of conning eect with depth). Therefore, in this study, discrete element method is used to model the discontinuum nature of soils. For these concerns, using software PFC2D based on Discrete Element Method (DEM), the static analysis of circular twin-tunnels has been performed, and in uence of the two factors on the soil settlement resulting from the tunnel construction has been investigated. Analyses were conducted for three congurations of the twin-tunnels: aligned-horizontally, vertically, and inclined. The results are compared with the FEM results. The comparison shows influence of modeling the discontinuous nature of coarse-grain alluvial soils with respect to continuous media modeling.
http://scientiairanica.sharif.edu/article_2013_bbbc8ed1a06d17aa119cc86df008ca6c.pdf
Twin-tunnels
DEM
FEM
PFC2D
Plaxis2D
static analysis
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
1972
1980
2014
Some Mechanical Properties of Normal and Recycled Aggregate Concretes
K. Akhavan Kazemi
akhavankazemi.kani@gmail.com
1
Ö. Eren
ozgur.eren@emu.edu.tr
2
A. R. Rezaei
alireza.rezaei@emu.edu.tr
3
Department of Civil Engineering, Eastern Mediterranean University, Gazimagusa, North Cyprus, Mersin 10, Turkey
Department of Civil Engineering, Eastern Mediterranean University, Gazimagusa, North Cyprus, Mersin 10, Turkey
Department of Civil Engineering, Eastern Mediterranean University, Gazimagusa, North Cyprus, Mersin 10, Turkey
This paper describes an experimental study conducted to investigate the properties of concretes produced with recycled aggregates and normal aggregates for two different concrete classes (C20/25, C30/37). Tests of compressive strength, splitting tensile strength, ultrasonic pulse velocity, rebound hammer, wet and dry density and freeze-thaw resistance were conducted on specimens of the concretes. Moreover slump test was conducted on fresh concrete. The results showed that the slump of recycled aggregate concrete (RAC) was less than that of normal aggregate concrete (NAC). For class C20/25, the average compressive strength, rebound hammer and density of the RAC were 26%, 17% and 16.6% less, respectively, than those of NAC. The splitting tensile strength of RAC was 3.5% greater that of NAC. Moreover for C30/37 the average compressive strength, splitting tensile strength, rebound hammer and density of the RAC were 32.5%, 12%, 21% and30% less, respectively, than those of NAC. For class C20/25 and class C30/37 the ultrasonic pulse velocity of RAC was 17% and 18% smaller than that of NAC, respectively. RAC for C20/25 lost 2.5% more weight than NAC in freeze-thaw resistance tests and RAC for C30/37 lost 29% more weight than NAC in this test.
http://scientiairanica.sharif.edu/article_2014_50e4d5b44f70fcd502c0da39238a9577.pdf
Environmental Impact
Recycled concrete aggregates
Natural concrete aggregates
concrete strength
Freeze-thaw resistance
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
1981
1993
2015
Study of Thermo-Hydro-Mechanical Response of Saturated Clayey Soils Using Two Thermo-Plastic Constitutive Models
Somayeh Delfan
delfan.s@gmail.com
1
Hadi Shahir
shahir@khu.ac.ir
2
Amir Hamidi
hamidi@khu.ac.ir
3
Elhameh Lotfi
lotfi.elhame@gmail.com
4
Department of Civil Engineering, Faculty of Engineering, Kharazmi University, Tehran, Iran
Department of Civil Engineering, Faculty of Engineering, Kharazmi University, Tehran, Iran
Department of Civil Engineering, Faculty of Engineering, Kharazmi University, Tehran, Iran
Department of Civil Engineering, Faculty of Engineering, Kharazmi University, Tehran, Iran
In this article Thermo-Hydro-Mechanical (THM) response of saturated clays has been studied. For this purpose, the finite element program PISA, which is able to simulate coupled THM analysis, has been employed. Due to the effects of temperature on the mechanical behavior of soil, two temperature-dependent constitutive models have been implemented in PISA. For verification of the developed numerical model, ATLAS large scale experiment has been simulated in different conditions and the simulations results have been compared with in-situ measurements. Comparison of predictions and measurements reveals that using coupled formulation along with thermoplastic constitutive models, the main aspects of the THM behavior of saturated clays can be captured. The results indicate that for accurate simulation of advection phenomenon, two-dimensional finite element model should be used.
http://scientiairanica.sharif.edu/article_2015_6156293f09d3f3660e59b5633322b1fc.pdf
Thermo-Hydro-Mechanical response
Finite Element Method
Thermoplastic constitutive model
Saturated clay
Thermal consolidation
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
1994
2000
2016
Numerical Analysis of Flow Over Weirs and Labyrinth Side Weirs
M. Nabatian
nabatianmohamad@gmail.com
1
M. Amiri
mamiri@shirazu.ac.ir
2
M. R. Hashemi
hashemi@shirazu.ac.ir
3
N. Talebbeydokhti
taleb@shirazu.ac.ir
4
Dept. of Civil and Environmental Engineering, Shiraz University, Shiraz, Iran
Dept. of Civil and Environmental Engineering, Environmental Research and Sustainable Development Center, Shiraz University, Shiraz, Iran
Dept. of Water Engineering, Shiraz University, Shiraz, Iran
Dept. of Civil and Environmental Engineering, Environmental Research and Sustainable Development Center, Shiraz University, Shiraz, Iran
The study is undertaken with the aim ofdeveloping a 1-D numerical analysis of flow over side weirs ondifferential quadrature method (DQM). The numerical results were compared with relevant experimental data for both the simple and labyrinth side weirs. The results showed that the numerical methodology can effectively predict the discharge and flow profile associated with labyrinth side weirs. The deviation (from experimental data) was found not exceeding 4.5%. Furthermore, the contribution from different terms of the governing equation was assessedthrough a comprehensivesensitivity analysis. The results show that ,in order to simplify the governing equation, the channel slope and the friction slope can be eliminated.
http://scientiairanica.sharif.edu/article_2016_d601a4881d0e3082b1493ac6735e581a.pdf
Labyrinth side weir
Lateral flow
Spatially varied flow
Differential Quadrature, Unsteady flow
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2001
2011
2017
Comparison of ANFIS and ANN for Estimation of Thermal Conductivity Coefficients of Construction Materials
Cengiz ÖZEL
cengizozel@sdu.edu.tr
1
Alper TOPSAKAL
alpertopsakal@gmail.com
2
Suleyman Demirel University, Faculty of Technology, Department of Civil Engineering, 32260 Isparta TURKEY
Suleyman Demirel University, Graduate School of Natural And Applied Sciences, Department of Construction Education, 32260 Isparta TURKEY
The determination of the thermal conductivity coefficient of construction materials is very important in terms of fulfilling the condition of comfort, durability of construction materials, the economy of country and individual. In this study, linear regression, adaptive neural based fuzzy inference system (ANFIS), and artificial neural networks (ANN) models were developed to estimate the thermal conductivity coefficient values fromthe surface density (dry specific gravity/thickness) and the unit weight of construction materials. Validations of the developed models were investigated by statistical analysis. In predictive models, while the lowest determination coefficient (R2) and the highest root mean square error (RMSE) were obtained from linear regression, the highest R2 and lowest RMSE were obtained from the ANFIS model. The results of the ANN model according to results of linear regression, while R2 increased by approximately 6%, RMSE decreased by 30-39%. The results of the ANFIS model revealed that while R2 increased by approximately 12%, RMSE decreased by 59-71%. As a result, it is suggested that together the surface density and unit weight with ANFIS, the most appropriate method in the used methods, can be used as an alternative approach to estimate the value of thermal conductivity.
http://scientiairanica.sharif.edu/article_2017_08795247be857eb34d04d8168ae91c56.pdf
construction materials
thermal conductivity coefficients
Artificial Neural Networks
ANFIS
modeling
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2012
2023
2018
A Fuzzy Network Assignment Model Based on User Equilibrium Condition
Mohammad Miralinaghi
smiralin@purdue.edu
1
Yousef Shafahi
shafahi@sharif.edu
2
Ramin Shabanpour Anbarani
rshaba4@uic.edu
3
Department of Civil Engineering, Sharif University of Technology, Azadi Ave., P.O.Box: 11155-9313, Tehran, Iran
Department of Civil Engineering, Sharif University of Technology, Azadi Ave., P.O.Box: 11155-9313, Tehran, Iran
Department of Civil Engineering, Sharif University of Technology, Azadi Ave., P.O.Box: 11155-9313, Tehran, Iran
In this paper, a new traffic assignment model is proposed based on fuzzy equilibrium condition where perceived travel times of users are assumed to follow fuzzy values. First, a new method is proposed to determine membership function based on link congestion levels using probabilistic models. Then, a new index is presented based on percentage of users’ risk-acceptance for comparison of fuzzy numbers. Using this index, two approaches, fuzzy Dijkestra shortest path algorithm and defuzzification method, are established for solving shortest path problem. Fuzzy equilibrium condition is defined based on the two proposed fuzzy shortest path methods and a traffic assignment model is developed with consideration of fuzzy equivalency equilibrium condition. Frank-Wolfe Algorithm and fuzzy shortest path method are combined to solve the proposed traffic assignment problem. The assignment model is applied to a small and medium-sized network. Sensitivity analysis for link flows is performed under different levels of users’ risk-acceptance to understand the route choice of different types of users. To apply the model to a large-scale network, the network of Mashhad, Iran is considered as a case study. The fuzzy traffic assignment model provides more accurate estimation of volume compared to conventional traffic assignment.
http://scientiairanica.sharif.edu/article_2018_04f35452f7c0c93566683bef4dec3a07.pdf
Traffic assignment
Perceived travel time
Probabilistic models
Defuzzification method
Fuzzy equilibrium condition
Risk-acceptance
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2024
2032
2019
Performance of corner strips in CFRP confinement of rectilinear RC columns
E. Ilia
e.ilia@cv.iut.ac.ir
1
D. Mostofinejad
dmostofi@cc.iut.ac.ir
2
A. Moghaddas
a.moghaddas@cv.iut.ac.ir
3
Department of Civil Engineering, Isfahan University of Technology (IUT), Isfahan 84156-83111, Iran
Department of Civil Engineering, Isfahan University of Technology (IUT), Isfahan 84156-83111, Iran
Department of Civil Engineering, Isfahan University of Technology (IUT), Isfahan 84156-83111, Iran
Confining of concrete columns by means of fiber reinforced polymer (FRP) composites is the most common method used for enhancing strength and ductility of concrete compression members. The shape of the column section is from the significant parameters affecting the efficiency of composite in confinement. In rectilinear columns, due to stress concentration at corners, the concrete is non-uniformly confined and the effectiveness of confinement is much reduced compared to circular columns. In this study, the compressive behavior of 9 rectilinear RC columns confined with CFRP strips is experimentally examined. To improve the confinement effectiveness in the columns, some of the specimens are locally strengthened with CFRP strips at corners, before the application of horizontal CFRP wrapping. The number of confining layers and the shape of rectilinear section (square or rectangular) are the main parameters under investigation. Based on results of the current study,local reinforcement at the corners of rectilinear columns before horizontal wrapping eliminates stress concentration at the corners and avoids premature rupture of CFRP confining layers at these parts; thus increases the efficiency of composite in confinement. Furthermore, local reinforcement of corners of column section is more effective in RC columns with square sections compared to rectangular sections.
http://scientiairanica.sharif.edu/article_2019_9edb4123324001da45cb8497286b1742.pdf
CFRP composite
Confinement
rectilinear RC columns
corner strip
uniaxial compression
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2033
2045
2020
On the assessment of semi-rigid double-angle steel connections and parametric analyses on their initial stiffness using FEM
A. Esfahanian
1
A. Esfahanian
sdnrdpps@scientiaunknown.non
2
M.R. Mohamadi-shooreh
3
M. Mofid
mofid@sharif.edu
4
Department of Civil Engineering, Sharif University of Technology, P.O. Box 11365-9313, Tehran, Iran
Department of Civil Engineering, Sharif University of Technology, P.O. Box 11365-9313, Tehran, Iran
Department of Civil Engineering, Sharif University of Technology, P.O. Box 11365-9313, Tehran, Iran
Department of Civil Engineering, Sharif University of Technology, P.O. Box 11365-9313, Tehran, Iran
In this paper, the semi-rigid connections such as Double-angle Web (DW) connections, which are welded to the beam web and bolted to the column flange, are investigated. This study tries to establish the effect of clearance setback between beam end and column flange and/or web. When the beam rotates, it is desirable to avoid the bottom flange of the beam bearing against the column as this can induce large forces in the connection. The usual way of achieving this, is to ensure that the connection extends at least a few millimeters beyond the end of the beam. For this purpose, several connections are designed and considered, based on two different shear capacities for the beam. For each connection, two different bolt gage distances and three values for clearance setback are analyzed. Analyses are performed to establish the moment–rotation relationship for this type of connection and the stress distribution of each specimen is observed. In this study, connections are subjected to shear loads. Material and geometric non-linearities, as well as contact and friction have also been implemented in the model. The model is validated through comparison with experimental data, found in the literature.
http://scientiairanica.sharif.edu/article_2020_92f1ddaf083764bac5ecef3f8cf24973.pdf
semi-rigid connections
Moment-rotation curve
Connection's clearance setback
Steel connections
Stiffness of connection
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2046
2051
2021
Design and fabrication of a mechanized system for casting and compacting laboratory size clay beams
Nawab Ali Lakho
nawablakho@gmail.com
1
Muhammad Auchar Zardari
muhammad.auchar@quest.edu.pk
2
Mahmood Memon
3
Abdullah Saand
4
Quaid-e-Awam University of Engineering, Science and Technology, Nawabshah, 67480, Sindh, Pakistan
Quaid-e-Awam University of Engineering, Science and Technology, Nawabshah
Quaid-e-Awam University of Engineering, Science and Technology, Nawabshah, 67480, Sindh, Pakistan
Quaid-e-Awam University of Engineering, Science and Technology, Nawabshah
To provide low cost residential buildings for shelter of growing population is a challenge in Pakistan. In its plains, it is more economical to use clay as material of construction instead of reinforced cement concrete due to its higher cost and transportation charges. The structural properties of clay can be modified by compacting and baking. A mechanized system to cast, compact and consolidate laboratory size clay beams was designed and fabricated. The intended object of the development of this system was to expel mixed water from indigenous moist clay beams by compaction to the extent of optimum moisture content of the clay. The purpose is that the beams cast and compacted with this system could attain maximum possible dry density. This system is mainly composed of strong and stiff steel mould, truss supported railing, overhead mono-rail system, swash plate hydraulic pump with fixed displacement, two way control valves and a strong and compact bulk head unit. This bulk head is capable to supply the vertically downward compressive force for compaction and consolidation of the clay beams to higher degree of compaction in the moulding chamber of the system. With this system, moist clay was compacted in the mould up to the density of 2000 kg/m3 and the corresponding moisture content was about 13%, where as the optimum moisture content of the clay was 12%. It is concluded that this system can be used for quick production of compressed clay beams, which can be baked and reinforced. Those reinforced baked clay beams can be used as pre-cast panels for construction of low cost houses.
http://scientiairanica.sharif.edu/article_2021_6d7a623d0f1c7f91823856411ef65123.pdf
Mechanized system
compaction
Consolidation
Clay beams
compressive strength
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2052
2060
2022
Plunging breaker model of solitary wave with Arbitrary Lagrangian Eulerian approach using mapping techniques
Alireza Lohrasbi
ar_lohrasbi@ur.ac.ir
1
Moharram Dolatshahi Pirooz
mdolat@ut.ac.ir
2
دانشگاه تهران
دانشگاه تهران
A better understanding and modeling of breaking waves is important for coastal engineering. This article concerns the plunging wave break over a slope bottom considering unsteady, incompressible viscous flow with free surface. The method solves the two dimensional Naiver-Stokes equations for conservation of momentum, continuity equation, and full nonlinear kinematic free-surface equation for Newtonian fluids, as the governing equations in a vertical plane. A new mapping was developed to trace the deformed free surface encountered during wave propagation by transferring the governing equations from the physical domain to a computational domain. Finally a numerical scheme is developed using finite element modeling technique to predict the plunging wave break. The Arbitrary Lagrangian Eulerian (ALE) algorithm is employed in modeling wave propagation over sloping beaches. The results compared with other researches and show the good result.
http://scientiairanica.sharif.edu/article_2022_225c00c7470208e0ef89c58a69cc8791.pdf
Wave breaking
Solitary waves
Mapping
Navier-Stokes equations
Plunging
Arbitrary Lagrangian Eulerian
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2061
2068
2023
Investigation on the seismic behavior of single story concrete frames equipped with metallic yielding dampers
M. Alirezaei
1
M. Mofid
mofid@sharif.edu
2
H. Tajamolian
3
Dept. of Civil Engineering, Sharif University of Technology, Tehran, Iran
Dept. of Civil Engineering, Sharif University of Technology, Tehran, Iran
Dept. of Civil Engineering, Sharif University of Technology, Tehran, Iran
Two one-story, single-span concrete frames with different bay to height ratios (B/H1) are considered in order to evaluate the vulnerability of concrete structures equipped with metallic yielding elements (YE) against earthquakes. The nature of damages in structures is based on the rate of absorbed energy. Therefore, investigating the behavior of structures based on energy concept is considered as one of the most important methods toward the designed structures against earthquake load. It is required to concentrate the absorbed energy in some yielding elements, in order to reduce and/or avoid damages the main elements. One powerful technique to retrofit existing structures and seismically design new concrete structures is the use of metallic yielding dampers. The metallic dampers function similar to a fuse by deforming during earthquake, which subsequently can be replaced with new ones. In this study, parametric studies based on static analysis are carried out to determine the best place and angle of these elements in the frames. Furthermore, the responses of these frames against three earthquakes are presented and the comparison of results is performed. It is revealed that yielding element can dissipate up to 60 percent of earthquake energy in a concrete reinforced structure.
http://scientiairanica.sharif.edu/article_2023_e000e6a219006aaaab862e140dd7af93.pdf
Concrete Structures
Absorbed Energy
Seismic Resistance
Yielding Dampers
eng
Sharif University of Technology
Scientia Iranica
1026-3098
2345-3605
2015-12-01
22
6
2069
2069
2024
Layout and Size Optimization of Sewer Networks by hybridizing the GHCA Model with Heuristic Algorithms
M. ROHANI
1
M. H. AFSHAR
mhafshar@iust.ac.ir
2
R. MOEINI
r.moeini@eng.ui.ac.ir
3
School of Civil Engineering, Iran University of Science and Technology, P.O. Box: 16765-163, Narmak, Tehran, Iran
School of Civil Engineering & Enviro-Hydroinformatic COE, Iran University of Science and Technology, P.O. Box: 16765-163, Narmak, Tehran, Iran
Department of Civil Engineering, Faculty of Engineering, Isfahan University, Postal Cod: 81746-73441, Isfahan, Iran
In this paper, a General Hybrid Cellular Automata (GHCA) model is hybridized with two of the most reliable heuristic search methods, namely Genetic Algorithm (GA) and Ant Colony Optimization Algorithm (ACOA), for the simultaneous optimal design of layout and size of pumped and/or gravity sewer networks. GHCA model is recently proposed by the authors for the optimal size determination of the sewer network with fixed layout. The model has shown to be able to optimally design pumped and/or gravity sewer networks, if required. In proposed hybrid models, the heuristic search algorithms are used to create trial layout for the network while GHCA is used to design the network by determining the pipe diameters, pipe slopes, drop height and pump height, if required. An ad-hoc engineering based method is used to determine feasible layouts by GA, while a Tree Growing Algorithm (TGA) is used to construct feasible layout using ACOA. The proposed hybrid models are tested against two benchmark sewer networks and the comparison of results to those of some existing methods indicates that proposed models, and in particular the ACOA-GHCA method, are more efficient and effective than some alternative methods for the optimal design of layout and size of sewer networks.
http://scientiairanica.sharif.edu/article_2024_1d9f1799790730bd7a7375e684f252c7.pdf
Sewer network
layout
ant colony optimization algorithm
Genetic Algorithm
Hybrid model
cellular automata