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Estimation of weibull parameters for wind energy application in Iran's cities
Sedghi, Majid,Hannani, Siamak K.,Boroushaki, Mehrdad Techno-Press 2015 Wind and Structures, An International Journal (WAS Vol.21 No.2
Wind speed is the most important parameter in the design and study of wind energy conversion systems. The weibull distribution is commonly used for wind energy analysis as it can represent the wind variations with an acceptable level of accuracy. In this study, the wind data for 11 cities in Iran have been analysed over a period of one year. The Goodness of fit test is used for testing data fit to weibull distribution. The results show that this data fit to weibull function very well. The scale and shape factors are two parameters of the weibull distribution that depend on the area under study. The kinds of numerical methods commonly used for estimating weibull parameters are reviewed. Their performance for the cities under study was compared according to root mean square and wind energy errors. The result of the study reveals the empirical, modified maximum likelihood estimate of wind speed with minimum error. Also, that the moment and modified maximum likelihood are the best methods for estimating the energy production of wind turbines.
Estimation of weibull parameters for wind energy application in Iran’s cities
Majid Sedghi,Siamak K. Hannani,Mehrdad Boroushaki 한국풍공학회 2015 Wind and Structures, An International Journal (WAS Vol.21 No.2
Wind speed is the most important parameter in the design and study of wind energy conversion systems. The weibull distribution is commonly used for wind energy analysis as it can represent the wind variations with an acceptable level of accuracy. In this study, the wind data for 11 cities in Iran have been analysed over a period of one year. The Goodness of fit test is used for testing data fit to weibull distribution. The results show that this data fit to weibull function very well. The scale and shape factors are two parameters of the weibull distribution that depend on the area under study. The kinds of numerical methods commonly used for estimating weibull parameters are reviewed. Their performance for the cities under study was compared according to root mean square and wind energy errors. The result of the study reveals the empirical, modified maximum likelihood estimate of wind speed with minimum error. Also, that the moment and modified maximum likelihood are the best methods for estimating the energy production of wind turbines.
Application of ANFIS technique on performance of C and L shaped angle shear connectors
Sedghi, Yadollah,Zandi, Yousef,Shariati, Mahdi,Ahmadi, Ebrahim,Azar, Vahid Moghimi,Toghroli, Ali,Safa, Maryam,Mohamad, Edy Tonnizam,Khorami, Majid,Wakil, Karzan Techno-Press 2018 Smart Structures and Systems, An International Jou Vol.22 No.3
The behavior of concrete slabs in composite beam with C and L shaped angle shear connectors has been studied in this paper. These two types of angle shear connectors' instalment have been commonly utilized. In this study, the finite element (FE) analysis and soft computing method have been used both to present the shear connectors' push out tests and providing data results used later in soft computing method. The current study has been performed to present the aforementioned shear connectors' behavior based on the variable factors aiming the study of diverse factors' effects on C and L shaped angle in shear connectors. ANFIS (Adaptive Neuro Fuzzy Inference System), has been manipulated in providing the effective parameters in shear strength forecasting by providing input-data comprising: height, length, thickness of shear connectors together with concrete strength and the respective slip of shear connectors. ANFIS has been also used to identify the predominant parameters influencing the shear strength forecast in C and L formed angle shear connectors.
Application of ANFIS technique on performance of C and L shaped angle shear connectors
Yadollah Sedghi,Yousef Zandi,Mahdi Shariati,Ebrahim Ahmadi,Vahid Moghimi Azar,Ali Toghroli,Maryam Safa,Edy Tonnizam Mohamad,Majid Khorami,Karzan Wakil 국제구조공학회 2018 Smart Structures and Systems, An International Jou Vol.22 No.3
The behavior of concrete slabs in composite beam with C and L shaped angle shear connectors has been studied in this paper. These two types of angle shear connectors' instalment have been commonly utilized. In this study, the finite element (FE) analysis and soft computing method have been used both to present the shear connectors' push out tests and providing data results used later in soft computing method. The current study has been performed to present the aforementioned shear connectors' behavior based on the variable factors aiming the study of diverse factors' effects on C and L shaped angle in shear connectors. ANFIS (Adaptive Neuro Fuzzy Inference System), has been manipulated in providing the effective parameters in shear strength forecasting by providing input-data comprising: height, length, thickness of shear connectors together with concrete strength and the respective slip of shear connectors. ANFIS has been also used to identify the predominant parameters influencing the shear strength forecast in C and L formed angle shear connectors.
Shear capacity equation for channel shear connectors in steel-concrete composite beams
Masoud Paknahad,Mahdi Shariati,Yadollah Sedghi,Mohammad Bazzaz,Majid Khorami 국제구조공학회 2018 Steel and Composite Structures, An International J Vol.28 No.4
In this research the effect of high strength concrete (HSC) on shear capability of the channel shear connectors (CSC) in the steel concrete composite floor system was estimated experimentally and analytically. The push-out test was carried out for assessing the accurateness of the proposed model (nonlinear and finite element model) for the test specimens. A parametric analysis was conducted for predicting the shear capacity of the connectors (CSC) in the HSC. Eight push-out specimens of different sizes with different strength levels were tested under the monotonic loading system. The aim of this study was to evaluate the efficacy of the National Building Code of Canada (NBC) of Canada for analysing the loading abilities of the CSC in the HSC. Using the experimental tests results and verifying the finite element results with them, it was then confirmed by the extended parametric studies that the Canadian Design Code was less efficient for predicting the capacity of the CSC in the HSC. Hence, an alternative equation was formulated for predicting the shear capacity of these connectors during the inclusion of HSC for designing the codes.
Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake
Yousef Zandi,Mahdi shariati,Aminaton Marto,Xing Wei,Zeki Karaca,Duy Kien Dao,Ali Toghroli,Mir Heydar Hashemi,Yadollah Sedghi,Karzan Wakil,Majid Khorami 국제구조공학회 2018 Steel and Composite Structures, An International J Vol.28 No.4
The structural behaviors of cylindrical barns as a specific engineering structure have been considered as a complicated computing process. The structure design against the earthquake load, to protect by using the code, is an urgency avoiding unexpected damages. The situation has been subjected to the applied design method if there would be no failure across the construction procedures. The purpose of the current study is to clarify the behaviors of cylindrical reinforced concrete barns through the analytic methods across the mass and Lagrangian approaches through the whole outcomes comparison indicating that the isoparametric element obtained from the Lagrangian approach has been successfully applied in the barns earthquake analysis when the slosh effects have been discarded. The form of stress distributions is equal with <i>s<sub>z</sub></i> closed distributions to one another.