In this study a detailed analysis for running an ice factory in city New Delhi located in India has been analyzed. The ice factory is operated throughout the day and throughout the year. The solar photovoltaic (PV) modules is used for powering of vapor absorption refrigeration system(VARS). The ice production of the ice factory is done by the evaporator of VARS. The cooling load of evaporator is 50 TOR(tones of refrigeration) and heat exchanger effectiveness is 0.8. The water is converted to ice to -10 o C from ambient temperature. It is found that 5943 modules in parallel (each having two modules in series) of Central Electronics Limited make PM 150 can meet the electrical energy demand of the VARS throughout the year. The power back up is provided using battery bank of rated capacity of 59430 Ah.
{"title":"Modeling Of Solar Photovoltaic Assisted Vapor Absorption Refrigeration System for Running an Ice Factory","authors":"K. Talukdar","doi":"10.9790/1684-1403016069","DOIUrl":"https://doi.org/10.9790/1684-1403016069","url":null,"abstract":"In this study a detailed analysis for running an ice factory in city New Delhi located in India has been analyzed. The ice factory is operated throughout the day and throughout the year. The solar photovoltaic (PV) modules is used for powering of vapor absorption refrigeration system(VARS). The ice production of the ice factory is done by the evaporator of VARS. The cooling load of evaporator is 50 TOR(tones of refrigeration) and heat exchanger effectiveness is 0.8. The water is converted to ice to -10 o C from ambient temperature. It is found that 5943 modules in parallel (each having two modules in series) of Central Electronics Limited make PM 150 can meet the electrical energy demand of the VARS throughout the year. The power back up is provided using battery bank of rated capacity of 59430 Ah.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"33 1","pages":"60-69"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90422139","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Concrete Gravity Dams are important lifeline structures and represent the fragrance of people’s standard of living. Dam structures that span navigable waterways are inherently at a risk for seismic vibrations and as such they must be designed to resist these vibrations. These are very complex structures and subjected to various types of forces both static and dynamic in nature. However, these earthquake vibrations are fundamentally dynamic in nature and a static analysis procedure may not be adequate in designing hydraulic structures like Dam. This paper presents the dynamic time history analysis of a concrete gravity dam by using STAAD-PRO. Here Finite Element Approach is used to analyze the dam. A concrete gravity dam model is prepared in STAAD-PRO to perform the time history analysis and a comparison is done between dam with gallery (i.e openings) and dam without gallery (i.e openings).Seismic analysis is performed for both dam with gallery (i.e openings) and dam without gallery (i.e openings). Various basic loads and load combinations are used in analysis of concrete gravity dam according to IS 6512:1984 Table 1 represents basic loads and load combinations used during the analysis.
{"title":"Time History Analysis of Concrete Gravity Dam with Gallery and Dam without Gallery by Using STAAD.Pro","authors":"Urmila S. Sarde, A. Jaiswal","doi":"10.9790/1684-1402083539","DOIUrl":"https://doi.org/10.9790/1684-1402083539","url":null,"abstract":"Concrete Gravity Dams are important lifeline structures and represent the fragrance of people’s standard of living. Dam structures that span navigable waterways are inherently at a risk for seismic vibrations and as such they must be designed to resist these vibrations. These are very complex structures and subjected to various types of forces both static and dynamic in nature. However, these earthquake vibrations are fundamentally dynamic in nature and a static analysis procedure may not be adequate in designing hydraulic structures like Dam. This paper presents the dynamic time history analysis of a concrete gravity dam by using STAAD-PRO. Here Finite Element Approach is used to analyze the dam. A concrete gravity dam model is prepared in STAAD-PRO to perform the time history analysis and a comparison is done between dam with gallery (i.e openings) and dam without gallery (i.e openings).Seismic analysis is performed for both dam with gallery (i.e openings) and dam without gallery (i.e openings). Various basic loads and load combinations are used in analysis of concrete gravity dam according to IS 6512:1984 Table 1 represents basic loads and load combinations used during the analysis.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"55 1","pages":"35-39"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81132224","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A. Saad, Hasan Ahweedi, HusamEL DinAbdulkaleq, A. Khaleel, A. Abdulsalam
Abstract: A water network of 24 pipes depending on mainly gravity and covers an area of 3.78 square kilometers was taken an as a case study to test and compare the analysis. The governing equation of this network are internal flow in pipe equations, which consist of the continuity equation, the modified Bernoulli's equation, and the head loss due to the length of the pipe. The three equations are nonlinear algebraic equations because of the square power of the discharge in the head loss equations, which need to be solved numerically. Hard Darcy method and Newton Raphson method are used to solve the system of nonlinear equations, and to compare the solution.So, twenty four nonlinear equations (nine Bernoulli's equations and fifteen continuity equations) in twenty four unknowns discharges were got by these two method by using MATLAB code. There are not differences in the resulted discharges between Hard Darcy and Newton Raphson methods. Also, it was found that Newton Raphson was faster than Hard Darcy Method when they compared by the number of iteration. The final solution of the discharges have tested by the basic of fluid mechanics that says the summation of head losses inside a loop must be equal zero which can be seen clearly in the plots of the two methods.
{"title":"Comparison of Newton Raphson and Hard Darcy methods for gravity main nonlinear water network","authors":"A. Saad, Hasan Ahweedi, HusamEL DinAbdulkaleq, A. Khaleel, A. Abdulsalam","doi":"10.9790/1684-1403030717","DOIUrl":"https://doi.org/10.9790/1684-1403030717","url":null,"abstract":"Abstract: A water network of 24 pipes depending on mainly gravity and covers an area of 3.78 square kilometers was taken an as a case study to test and compare the analysis. The governing equation of this network are internal flow in pipe equations, which consist of the continuity equation, the modified Bernoulli's equation, and the head loss due to the length of the pipe. The three equations are nonlinear algebraic equations because of the square power of the discharge in the head loss equations, which need to be solved numerically. Hard Darcy method and Newton Raphson method are used to solve the system of nonlinear equations, and to compare the solution.So, twenty four nonlinear equations (nine Bernoulli's equations and fifteen continuity equations) in twenty four unknowns discharges were got by these two method by using MATLAB code. There are not differences in the resulted discharges between Hard Darcy and Newton Raphson methods. Also, it was found that Newton Raphson was faster than Hard Darcy Method when they compared by the number of iteration. The final solution of the discharges have tested by the basic of fluid mechanics that says the summation of head losses inside a loop must be equal zero which can be seen clearly in the plots of the two methods.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"18 1","pages":"07-17"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81791254","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
As is well known, that the queuing system model of ships in port plays an important role in efforts to improve the quality of service. Therefore, when used in accordance queuing system and supported by the provision of adequate support facilities it can be ascertained that the services that can be provided would be optimal. In this paper, we will report the results of research on the optimization of port facilities in the complex queuing system using fuzzy logic. We have been developing a methodology optimization of port facilities by a modeling queuing systems and simulation where the system queue complex usually consists of multiple servers connected to a particular system and has a different behavior, among which the pattern of arrival of the vessel, type of service and pattern of services provided. Calculation of seaport facilities optimization with fuzzy logic models using the arrival of the ship has a Poisson distribution of patterns while the service time has an exponential distribution pattern with unlimited resources. We found that fuzzy model is relatively faster than the existing mathematical model and fuzzy model has a high flexibility for all possible inputs are provided compared to the mathematical model.
{"title":"Optimization of the Seaport Facilities in Complex System Queue Using Fuzzy Logi","authors":"A. Budiono","doi":"10.9790/1684-1403027078","DOIUrl":"https://doi.org/10.9790/1684-1403027078","url":null,"abstract":"As is well known, that the queuing system model of ships in port plays an important role in efforts to improve the quality of service. Therefore, when used in accordance queuing system and supported by the provision of adequate support facilities it can be ascertained that the services that can be provided would be optimal. In this paper, we will report the results of research on the optimization of port facilities in the complex queuing system using fuzzy logic. We have been developing a methodology optimization of port facilities by a modeling queuing systems and simulation where the system queue complex usually consists of multiple servers connected to a particular system and has a different behavior, among which the pattern of arrival of the vessel, type of service and pattern of services provided. Calculation of seaport facilities optimization with fuzzy logic models using the arrival of the ship has a Poisson distribution of patterns while the service time has an exponential distribution pattern with unlimited resources. We found that fuzzy model is relatively faster than the existing mathematical model and fuzzy model has a high flexibility for all possible inputs are provided compared to the mathematical model.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"125 1","pages":"70-78"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79517829","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
P. Pathak, A. Jadhav, J. Chhajed, P. Kshirsagar, Mr.S.A. Waghmare
Water resources are equally important for natural ecosystem and human development. Rapid industrialization and indiscriminate use of chemical fertilizers and pesticides in agriculture are causing deterioration of water quality by varied pollution in aquatic biota. Due to use of contaminated water, human population suffers from water borne diseases. It is therefore essential to assist the quality of water at regular intervals of time. Parameters that may be tested include temperature, pH, and turbidity, hardness. The present review paper describes about the comparative study of water quality by using different dosages of coagulants and flocculants like Alum, Poly Aluminum chloride (PAC), Poly Electrolyte (PE) and combination of PAC+PE.
{"title":"Water Quality Assessment and Comparative Study of Coagulants and Flocculants with Different Dosages –A Review","authors":"P. Pathak, A. Jadhav, J. Chhajed, P. Kshirsagar, Mr.S.A. Waghmare","doi":"10.9790/1684-1403011214","DOIUrl":"https://doi.org/10.9790/1684-1403011214","url":null,"abstract":"Water resources are equally important for natural ecosystem and human development. Rapid industrialization and indiscriminate use of chemical fertilizers and pesticides in agriculture are causing deterioration of water quality by varied pollution in aquatic biota. Due to use of contaminated water, human population suffers from water borne diseases. It is therefore essential to assist the quality of water at regular intervals of time. Parameters that may be tested include temperature, pH, and turbidity, hardness. The present review paper describes about the comparative study of water quality by using different dosages of coagulants and flocculants like Alum, Poly Aluminum chloride (PAC), Poly Electrolyte (PE) and combination of PAC+PE.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"128 5 1","pages":"12-14"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72881083","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The aim of this paper is to apply fuzzy soft set theory to predict the decisionmaking of purchase goods. In approximate reasoning, relations on the fuzzy parameterized soft sets have shown to be of a primordial importance. The basic premises of fuzzy soft set are presented as well as a detailed analysis of fuzzy logic developed to solve various decision and matrix application problems.
{"title":"Decision Making Under Operation Performance by Fuzzy Set Theory","authors":"A. Das, A. Pandey","doi":"10.9790/1684-1402084752","DOIUrl":"https://doi.org/10.9790/1684-1402084752","url":null,"abstract":"The aim of this paper is to apply fuzzy soft set theory to predict the decisionmaking of purchase goods. In approximate reasoning, relations on the fuzzy parameterized soft sets have shown to be of a primordial importance. The basic premises of fuzzy soft set are presented as well as a detailed analysis of fuzzy logic developed to solve various decision and matrix application problems.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"87 1","pages":"47-52"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73721825","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Now a days latest manufacturing sectors facing difficulty with two different categories of processing of parts like semi-finished jobs and finished jobs. In literature it is assumed that, for machine scheduling models, either there is infinite number of handling or carrier systems for the job to reach desired location or jobs are distributed on the spot from one workstation to other without travel time involved. Further it is observed that simultaneous scheduling of machines and AGVs in the FMS environments involves certain exceptional difficulties as they are treated as NP hard problems. Those difficulties are assigning AGV in sequence of task along with operation sequence of machines and operation order of machines based on precedence constraints. Trajectory based methods are powerful metaheuristic for solving combinatorial optimization problems like NP hard problems such as scheduling. In this paper, author addressed about parallel scheduling of machines and AGV’s for determining minimum makespan, mean makespan and tardiness using simulated annealing algorithm and tested over 20 standard benchmark problems collected from literature. Finally, the proposed method is compared with literature results and conclusions are depicted.
{"title":"A Trajectory Based Methods for Parallel Scheduling of Machines and AGV’S in an FMS Environment","authors":"P. Sreenivas, Shaik Khaja Peer Saheb, M. Yohan","doi":"10.9790/1684-1403021722","DOIUrl":"https://doi.org/10.9790/1684-1403021722","url":null,"abstract":"Now a days latest manufacturing sectors facing difficulty with two different categories of processing of parts like semi-finished jobs and finished jobs. In literature it is assumed that, for machine scheduling models, either there is infinite number of handling or carrier systems for the job to reach desired location or jobs are distributed on the spot from one workstation to other without travel time involved. Further it is observed that simultaneous scheduling of machines and AGVs in the FMS environments involves certain exceptional difficulties as they are treated as NP hard problems. Those difficulties are assigning AGV in sequence of task along with operation sequence of machines and operation order of machines based on precedence constraints. Trajectory based methods are powerful metaheuristic for solving combinatorial optimization problems like NP hard problems such as scheduling. In this paper, author addressed about parallel scheduling of machines and AGV’s for determining minimum makespan, mean makespan and tardiness using simulated annealing algorithm and tested over 20 standard benchmark problems collected from literature. Finally, the proposed method is compared with literature results and conclusions are depicted.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"196 1","pages":"17-22"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91431472","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Comparison of Cooling Parameters of R134a and R290/R600a","authors":"D. O. Ariyo, M. A. Azeez, T. O. Woli","doi":"10.9790/1684-1403028790","DOIUrl":"https://doi.org/10.9790/1684-1403028790","url":null,"abstract":"","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"53 1","pages":"87-90"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87618573","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Mangesh Chaugule, S. Deore, K. Gawade, Ambaresh Tijare, S. Banne
Soil Stabilization is the phenomenon which deals with modifying the properties of soil (Index & Engineering) to improve its performance. Stabilization is being used for a variety of engineering works either in its natural form or in a processed form. Eventually all structures rest on soil foundation where the main objective is to increase the strength or stability of soil and to reduce the construction cost. Now a day the utilization of waste products with soil has gained attention due to the increasing problems of waste management. This paper presents the results of an experimental program undertaken to investigate the effect of E-waste at different dosages on black cotton soil. Different dosages of E-waste i.e. 2%, 5% and 8% were added in the soil. The performance of E-waste stabilized soil was evaluated using physical and strength performance tests namely; Atterberg’s limit, specific gravity, compaction test, unconfined compressive test, California bearing ratio (CBR) and direct shear test. Theses test were conducted in order to evaluate the improvement in the strength characteristics of the soil. From the results, unconfined compressive strength of specimen increased with an average of 2.41 kN/m 2 for fixed dosage of E-waste. After performing direct shear test, there was an improvement in angle of friction (Ф). As the percentage of E-waste increased, Ф increased. As bearing capacity is dependent on C and Ф, it was also observed that there is an increase in bearing capacity of the soil.
{"title":"Improvement of Black Cotton Soil Properties Using E-waste","authors":"Mangesh Chaugule, S. Deore, K. Gawade, Ambaresh Tijare, S. Banne","doi":"10.9790/1684-1403017681","DOIUrl":"https://doi.org/10.9790/1684-1403017681","url":null,"abstract":"Soil Stabilization is the phenomenon which deals with modifying the properties of soil (Index & Engineering) to improve its performance. Stabilization is being used for a variety of engineering works either in its natural form or in a processed form. Eventually all structures rest on soil foundation where the main objective is to increase the strength or stability of soil and to reduce the construction cost. Now a day the utilization of waste products with soil has gained attention due to the increasing problems of waste management. This paper presents the results of an experimental program undertaken to investigate the effect of E-waste at different dosages on black cotton soil. Different dosages of E-waste i.e. 2%, 5% and 8% were added in the soil. The performance of E-waste stabilized soil was evaluated using physical and strength performance tests namely; Atterberg’s limit, specific gravity, compaction test, unconfined compressive test, California bearing ratio (CBR) and direct shear test. Theses test were conducted in order to evaluate the improvement in the strength characteristics of the soil. From the results, unconfined compressive strength of specimen increased with an average of 2.41 kN/m 2 for fixed dosage of E-waste. After performing direct shear test, there was an improvement in angle of friction (Ф). As the percentage of E-waste increased, Ф increased. As bearing capacity is dependent on C and Ф, it was also observed that there is an increase in bearing capacity of the soil.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"9 1","pages":"76-81"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87628250","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Diesel fuel is a hydrocarbon fuel is located at the middle of the hydrocarbon chain resulting in the distillation tower.This fuel is used commonly in the entire world and especially in Iraq for the production of electrical energy, transportation, and factories. Diesel burning produces large exhaust pollutants which are mostly blackcarbon, NOx, and SOx. These contaminants are widely polluting the surrounding environment and mischievous. In this research, a study on the possibility of mixing the diesel fuel with water to produce an emulsion that reduce the resulting exhaust pollutants from it, and improves the produced energy. This study aims to highlight the impact of using various surfactant agents' types with the formulation of waterin-oil (w/o) emulsions for the Iraqi diesel fuel. The Iraqi diesel was emulsified using salt, sugar, and sodium carbonate as the emulsifying agent to produce water in oil emulsions. The emulsions fuel oil obtained were subjected for many tests to find out its thermophysical and combustion specifications and storage stability of the resulted emulsion to be used in the production of electric power, marine, bricks plants, and transportation.
{"title":"The Impact of Various Surfactants on the Water-in-Diesel Fuel Emulsions","authors":"K. Abass","doi":"10.9790/1684-1403024147","DOIUrl":"https://doi.org/10.9790/1684-1403024147","url":null,"abstract":"Diesel fuel is a hydrocarbon fuel is located at the middle of the hydrocarbon chain resulting in the distillation tower.This fuel is used commonly in the entire world and especially in Iraq for the production of electrical energy, transportation, and factories. Diesel burning produces large exhaust pollutants which are mostly blackcarbon, NOx, and SOx. These contaminants are widely polluting the surrounding environment and mischievous. In this research, a study on the possibility of mixing the diesel fuel with water to produce an emulsion that reduce the resulting exhaust pollutants from it, and improves the produced energy. This study aims to highlight the impact of using various surfactant agents' types with the formulation of waterin-oil (w/o) emulsions for the Iraqi diesel fuel. The Iraqi diesel was emulsified using salt, sugar, and sodium carbonate as the emulsifying agent to produce water in oil emulsions. The emulsions fuel oil obtained were subjected for many tests to find out its thermophysical and combustion specifications and storage stability of the resulted emulsion to be used in the production of electric power, marine, bricks plants, and transportation.","PeriodicalId":14565,"journal":{"name":"IOSR Journal of Mechanical and Civil Engineering","volume":"19 1","pages":"41-47"},"PeriodicalIF":0.0,"publicationDate":"2017-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89565916","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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