Objective:To use two diagnostic antigens belonging to the frequently associated in Theileria domain,Theileria equi(T.equi)protein 82(Te 82)and T.equi 104 k Da microneme-rhoptry antigen precursor(Te 43),to diagnose T.e...Objective:To use two diagnostic antigens belonging to the frequently associated in Theileria domain,Theileria equi(T.equi)protein 82(Te 82)and T.equi 104 k Da microneme-rhoptry antigen precursor(Te 43),to diagnose T.equi infection in horses as compared with equi merozoite antigen-2(EMA-2).Methods:In the current study,we applied a cocktail-ELISA containing two antigens(EMA-2+Te 82)to diagnose T.equi infection either in experimentally infected horses or in field infection.Results:Our findings have revealed that a cocktail formula of EMA-2+Te 82 provided a more practical and sensitive diagnostic candidate for diagnosing T.equi infection in horses as compared with Te 82 or Te 43 alone.Conclusions:The ELISA technique using a cocktail formula of EMA-2+Te 82 offers a practical and sensitive diagnostic tool for diagnosing T.equi infection in horses and using of this promising cocktail formula will be applicable for epidemiological surveys and will help control the infection in horses.展开更多
For structural design and assessment of reinforced concrete members, the nonlinear analysis has become an important tool. The purpose of the pushover analysis is to assess the structural performance by estimating the ...For structural design and assessment of reinforced concrete members, the nonlinear analysis has become an important tool. The purpose of the pushover analysis is to assess the structural performance by estimating the strength and deformation capacities using static, nonlinear analysis and comparing these capacities with the demands at the corresponding performance levels. This paper aims to compare the results given by IBC2009 code and ESEE regulations. In this paper, four RC frames having 5, 15, 20 and 30 storeys were designed for seismicity according to both the recently adopted seismic code in Abu Dhabi (IBC2009) and the ESEE regulations. A pushover analysis is carried out for these buildings using SAP2000 (Ver. 15) and the ultimate capacities of the buildings are established. The obtained pushover curves and plastic hinges distributions are used to compare between the IBC2009 code and ESEE regulations. The comparison showed that there was variation in the obtained results by the two codes and the buildings designed by IBC2009 code were more vulnerable.展开更多
基金supported by the Ministry of Higher Education Egypt
文摘Objective:To use two diagnostic antigens belonging to the frequently associated in Theileria domain,Theileria equi(T.equi)protein 82(Te 82)and T.equi 104 k Da microneme-rhoptry antigen precursor(Te 43),to diagnose T.equi infection in horses as compared with equi merozoite antigen-2(EMA-2).Methods:In the current study,we applied a cocktail-ELISA containing two antigens(EMA-2+Te 82)to diagnose T.equi infection either in experimentally infected horses or in field infection.Results:Our findings have revealed that a cocktail formula of EMA-2+Te 82 provided a more practical and sensitive diagnostic candidate for diagnosing T.equi infection in horses as compared with Te 82 or Te 43 alone.Conclusions:The ELISA technique using a cocktail formula of EMA-2+Te 82 offers a practical and sensitive diagnostic tool for diagnosing T.equi infection in horses and using of this promising cocktail formula will be applicable for epidemiological surveys and will help control the infection in horses.
文摘For structural design and assessment of reinforced concrete members, the nonlinear analysis has become an important tool. The purpose of the pushover analysis is to assess the structural performance by estimating the strength and deformation capacities using static, nonlinear analysis and comparing these capacities with the demands at the corresponding performance levels. This paper aims to compare the results given by IBC2009 code and ESEE regulations. In this paper, four RC frames having 5, 15, 20 and 30 storeys were designed for seismicity according to both the recently adopted seismic code in Abu Dhabi (IBC2009) and the ESEE regulations. A pushover analysis is carried out for these buildings using SAP2000 (Ver. 15) and the ultimate capacities of the buildings are established. The obtained pushover curves and plastic hinges distributions are used to compare between the IBC2009 code and ESEE regulations. The comparison showed that there was variation in the obtained results by the two codes and the buildings designed by IBC2009 code were more vulnerable.
