Design of Program Mining System Framework for Active Service

Author(s):  
Luo Zhong ◽  
Li Nie
2014 ◽  
Vol 926-930 ◽  
pp. 2390-2393
Author(s):  
Yan Xia Gao ◽  
Ke Lian Gao ◽  
Xiao Shuang Wang

For reinforcing city sports park informatization management level and the society service quality of sports park, this paper researches combined multi-agent technology, and structures multimedia active service system framework of city sports park. It has elaborated functions of every feature and workflow of the system, and put forward Agent design procedure based on JADE. Whats more, it also adopts FIPAACl linguistic norms between Agents communication and puts forward some realized advice which makes the information based on the fundamental of Agent.


Author(s):  
Gadekar Ganesh Bhivsen ◽  
Udayabhanu N P G ◽  
Dange Bapusaheb Jalindar ◽  
Vengatesan K ◽  
Abhishek Kumar

Security of a data system is a significant property, particularly today when PCs are interconnected by means of the internet. Since no system can be totally secure, the opportune and precise detection of intrusions is essential. Cyber security is the region that manages shielding from cyber terrorism. Cyber-attacks incorporate access control infringement, unapproved intrusions, and disavowal of service just as insider risk. For this reason, IDS were planned. The IDS in the mix with DM can give security to the next level. DM is the way toward presenting inquiries and separating designs, frequently already ambiguous from huge amounts of data utilizing design coordinating or other thinking techniques. This Paper gives the IDDMS (Intrusion Detection with Data Mining system) Framework which is a mix of data mining techniques with the Intrusion detection system, this can be utilized in Cyber-security for accomplishing the next level of service.


KURVATEK ◽  
2018 ◽  
Vol 3 (1) ◽  
pp. 21-34
Author(s):  
Untung Wahyudi ◽  
Excelsior T P ◽  
Luthfi Wahyudi

PT. Putera Bara Mitra used open mining system for mining operation, Yet the completion of study on the end wall slope stability that  undertaken by geotechnical PT. Putera Bara Mitra in Northwest Pit and the occured a failure in the low wall on the 1st June 2012 led to the need for analysis and design the overall slope at the mine site. To analyze and design the overall slope, used value of the recommended minimum safety. The value was based on company for single slope SF ≥ 1.2 and SF ≥ 1.3 for overall slope. The calculation used Bichop method with the help of software slide v 5.0. Geometry improvements was done at the low slopes that originally single wall with a 30 m bench height and a slope 70° with SF = 0.781, into 4 levels with SF = 1.305. The analysis explained the factors that affect the stability of the low wall included the mining slope geometry, unfavorable drainase system, material stockpiles and seismicity factors. It was necessary to do prevention efforts to maintain the stability of the slope included the redesign to slope geometry, handling surface and subsurface water in a way to control slopes draining groundwater, vegetation stabilization using and monitoring slope using Total Station with Prism and Crackmeter to determine the movement of cracks visible on the surface. 


2013 ◽  
Vol 32 (8) ◽  
pp. 2346-2349 ◽  
Author(s):  
Jin LI ◽  
Hua ZHANG ◽  
Hao-xiong WU ◽  
Jun XIANG

2017 ◽  
Vol 36 (6) ◽  
pp. 1-13 ◽  
Author(s):  
Tao Yang ◽  
Jian Chang ◽  
Ming C. Lin ◽  
Ralph R. Martin ◽  
Jian J. Zhang ◽  
...  

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