The mobile ecosystem needs apps for malicious code detection. The approaches maybe system level or network level. For this, we propose, an identification method for malware detection. The proposed system consists of three level pruning procedures for analyzing permission data is android system. The machine learning algorithm is adopted to efficiently classify kind and mean malicious code. The proposed method is evaluated with various permission database and the results expose the value of the proposed method.

Key words: Android Malware Detection Techniques, Machine Learning

[1]. MayankJaiswal ; YasirMalik ; FehmiJaafar,"Androidgaming malware detection using system callanalysis",2018 6th International Symposium on Digital Forensic and Security (ISDFS), 2018,pages:1-5.
[2]. Bin Wu ; Tailing Lu ; Kangfeng Zheng ; Dongmei Zhang ; Xing Lin, "Smartphone malware detection model based on artificial immune system", China Communications, Volume: 11 , Issue: 13,Year 2014, Page: 86 – 92.
[3]. G.Shanmugasundaram; S.Balaji ;T.Mugilan "Investigation of Malware Detection Techniques on SmartPhones",2018 IEEE International Conference on System, Computation, Automation and Networking (ICSCA),year 2018, Pages: 1 – 4.
[4]. B. Rajalakshmi ; N. Anusha, "Sensor based application for malware detection in android OS(Operating System) devices" 2017 International Conference on Information Communication and Embedded Systems (ICICES), Year: 2018,Pages: 1 – 4.
[5]. Anil Utku; İbrahim Alper Doğru, "Malware detection system based on machine learning methods for Android operating systems", 2017 25th Signal Processing and Communications Applications Conference (SIU), year:2018,pages:25.

On the most elementary level, you and I (human beings) were created with five main mechanisms (or parts):• A body which is termed as the main structure of the human being,• A sensory system that takes certain information around the body and the immediate environment,• A muscle system to aid the body move easily,• A control base to trigger the muscles and sensors,• A brain system that develops sensory data and tells the muscles what to do in other words the way forward. Obviously, we likewise have some imperceptible qualities, for example, intellect and ethics, among others but on an absolute corporeal level .Robots, on the other hand, can be created with five main mechanisms or more. This research aims at implementing robots in some tedious jobs that as supposed to be executed by human beings in various factories and industries. This study also presents the practical and tentative model for extenics replications of the moveable mechanical device (robot) useful on VIPRO stage.

Keywords: Extenics control, Intelligent switch boundaries, Tracking curve switch, Clashing glitches, Robots, VIPRO stage.

[1]. C.Y. Yang, and W. Cai, Extension Engineering., Science Press:Beijing, 2002.
[2]. W. Cai, "Extension set and non-compatible problems", In: Advances inApplied Mathematics and Mechanics in China., InternationalAcademic Publishers: Peking, 1990, pp. 1-21.
[3]. O. Șandru, L. Vlădăreanu, P. Șchiopu, V. Vlădăreanu, and A. Șandru,"New progress in extenics theory", In: First International Symposium of Exten, Beijing, 2013.
[4]. V. Vlădăreanu, P. Schiopu, M.C. Deng, and H.N. Yu, "Intelligent extended control of the walking robot motion", In: Proc. of the 2014 International Conference on Advanced Mechatronic Systems, IEEE:Kumamoto, Japan, August 10-12, 2014, pp. 489-495.[http://dx.doi.org/10.1109/ICAMechS.2014.6911594]
[5]. K. Samuel, B. Korankye, and G. Kweitsu, "Seismic response analysis of underground structures", J. Enviro. Earth Sci, vol. 8, no. 5, pp.48-63, 2018.

The buildings are subjected to dynamic actions by both wind and earthquakes. The design for wind forces and for earthquake seismic effects is noticeably dissimilar. The intuitive philosophy of structural design uses force as the basis, which is consistent in wind design, wherein the structure is subjected to a pressure on its exposed surface area; this is force-type loading. However, in earthquake design, the building is subjected to random and accidental motion of the ground at its base. An earthquake (also known as a quake or temblor) is the consequence of a sudden discharge of energy in the Earth's Crust that produces seismic waves with huge amount of energy. The seismicity of an area indicates to the frequency, type and magnitude of earthquakes experienced over a period of time in a particular region............

Key Word: Setback building, Seismic response parameter, Regular RCC framed building etc.

[1]. BIS (2002). "IS 1893 (Part 1)-2002: Indian Standard Criteria for Earthquake Resistant Design of Structures", Part 1 – General Provisions and Buildings (Fifth Revision), Bureau of Indian Standards, New Delhi
[2]. Karavasilis, T.L., Bazeos, N. and Beskos. (2008). "Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands". Journal of Constructional Steel Research, 64, pp. 644-654
[3]. Kevadkar M.D., Kodag P.B. (2013). "Lateral Load Analysis of R.C.C. Building". International Journal of Modern Engineering Research, Vol.3, Issue.3, ISSN: 2249-6645, pp- 1428-1434
[4]. Munshi Javeed A., Ghosh S.K. (1998). "Analysis of Seismic Performance Of a Code Designed RCC Building". Engineering Structures, Vol. 20, No.7, pp- 608-616.
[5]. Patil S.S., Ghadge S.A., & Konapure C.G. (2013). "Seismic Analysis of High-Rise Building by Response Spectrum Method", International Journal Of Computational Engineering Research, Vol.- 3, Issue- 3, pp 272-279.

The present investigation is aimed at assessing the current water quality standard along the stretch of Brahmani River in terms of physico-chemical parameters. In the selected study area the River Brahmani is receiving a considerable amount of industrial wastes and witnessing a considerable amount of human and agricultural activities. Twelve samples were collected along the entire stretches of the river basin during the period from January-2000 to December-2015 on the first working day of every month. In the selected research area, the Brahmani River is receiving the domestic, industrial, and municipal waste waters/effluents all along its course. Various physico-chemical parameters like pH, Nitrate (NO₃), Total Dissolved Solids (TDS), Boron, Alkalinity, Calcium, Magnesium, Turbidity, Chloride Clˉ) , Sulphate (SO₄²ˉ), Fluoride(Fˉ) and Iron(Fe) etc. were analysed. The present study indicates that the water quality of Brahmani River is well within tolerance limit taking the physico-chemical parameters into considerations.

Keywords: Brahmani River, Physico-chemical parameters, pH, TDS, Alkalinity, Tolerance limit.

[1]. B.K.Sahu, R.B.Panda and B.K.Sinha,"Water quality index of river Brahmani at Rourkela industrial complex", J.Eco. ToxocologyEnv.Monit, 3,169-175, (1991).

[2]. R.K.Trivedi and P.K.Goel," Chemical and Biological method for water pollution studies", 1st Edition Environmental Pollution, Karad (India), 1, (1984).

[3]. ISO: 10500,"Drinking water specification 1992 (reaffirmed 1993)".

[4]. B.N.Lohani," Water Quality Indices in Water Pollution and Management Reviews" (ed. C.K. Varshney) South Asian Publications, New Delhi, 53-69, (1981).

[5]. T.N.Tiwari, S.C.Das and P.K.Bose,"Water quality index for the river Jhelum in Kashmir and its seasonal variation" Poll. Res., 5(1): 1:5, (1986).

India is a country of differenttypes of soil, of which the black cotton soils (BC soil) are one of the major soil deposits. BC soils are seldom used to support buildings or pavements because of its complicated behavior. Generally, BC soils have a very low bearing capacity and high swelling and shrinkage characteristics when it is saturated and because of its higher degree of compressibility resulting in settlements, and subsequently leading to failure. But due to the lack of space for the growing population of our country make it necessary to build structures supported on BC soil. Hence in order to overcome this problem the alternate method to improve properties and characteristics...........

Keywords: Stabilization, BC soil, Cement, Fly ash, Metakaolin. Ternary blend (BCS+C+FA+MK).

[1]. Andromalos K.B., Hegazy Y.A, Jasperse B.H.(2000): "Stabilization of soft soils by soil mixing". Proceedings of the Soft Ground Technology Conference, Noorwijkerout, Netherland.
[2]. Koncagül . C.E., Santi M.P. (1999): "Predicting the unconfined compressive strength of the Breathitt shale using Slakedurability, Shore hardness and rock structural properties". International Journal of Rock Mechanics and Mining Sciences 36: 139–153.
[3]. Bell F.G.( 1978): Foundation Engineering in Difficult Ground. Butterworths, London.
[4]. ErdalCokca(2001)."Use of Class C Fly Ashes for the Stabilization – of an Expansive Soil". Journal of Geotechnical and Geoenvironmental Engineering Vol. 127, July, pp. 568-573.
[5]. Pandian,N.S.,Krishna,K.C.&Leelavathamma B.,( 2002):"Effect of Fly Ash on the CBR Behaviour of Soils" Indian Geotechnical Conference , Allahabad , Vol.1,pp.183-186.

Energy saving is very essential in the present scenario for all industries. Global warming and higher carbon footprint is resulting in climatic changes across the world. In a glass bottle manufacturing plant, compressed air system is very critical for getting good quality bottles. Leakages and pressure drop are the main cause for energy loss in compressed air system and it increases the percentage of defective bottles. The objective of this work is to save the energy by reducing the pressure drop and thus reducing the percentage of defective bottles manufactured due to insufficient pressure. In a glass bottle manufacturing plant in Pondicherry, high-pressure lines and low-pressure lines are used for forming various size bottles. Annual energy consumption, leakage percentage and the energy loss of the existing arrangement...........

Keywords: Glass industry, Compressed Air System, Energy saving.

[1] Ryszard Dindorf (2012), 'Estimating Potential Energy Savings in Compressed Air Systems', Procedia Engineering, Vol. 39, pp. 204 – 211.
[2] Saidur R, Rahim N.A. and Hasanuzzaman M. (2010), 'Renewable and Sustainable Energy Reviews', Vol. 14, pp. 1135 – 1153.
[3] Durmus Kaya, Patrick Phelan, David Chau and Ibrahim Sarac H. (2002), 'Energy conservation in compressed-air systems', Int. J. Energy Res, Vol. 26, pp. 837 – 849.

Sultan Hasanuddin Airport in Makassar is the biggest international airport in South Sulawesi. The airport should have properly provided maximum service to the passenger. The airport has domestic and international route and demands to deliver adequate passenger service either adequate or quality. However, the terminal capacity cannot provide the entire passenger, create a crowd, and far from pleasant and secure expectation. In addition, disorderly circulation system increases the problem of the airport. As a result, the airport requires additional terminal with maximum circulation and availability terminal space with tangible metaphor design approach. The design will support the development and air transportation service in Makassar City. Transformation themes application in the airport design represents in the appearance of exterior, interior, material geometry pattern, and application of the expose structure expression.

Keywords: Airport, Capacity, Tangible Metaphor, Circulation, Terminal

[1] Antoniades, Anthony C. 1992. "Poetics of Architecture" Theory of Design. New York : Van Nostrand Reinhold
[2] Broadbent, Geoffrey/ Bunt, Richard/ Jencks, Charles. 1980. Sign, Symbol, and Architecture. New York: John Wiley and Sons.
[3] Ching, Francis DK. 2002. Arsitektur, Bentuk, Ruang, danTatananEdisiKedua [Architecture of Form, Space, and Layout Second Edition]. Jakarta: Erlangga
[4] Jencks, Charles. 2005. The Language of Post-modern Architecture. New-York: Rizzoli International Publications, Inc.
[5] Lynch, Kevin. 2003. The Image of the City. Cambridge MA: MIT Press.
[6] Neufert, Ernst. 2000. Data ArsitekJilid III [Architect data III volume]. Jakarta: Erlangga.

In most industries Austenitic stainless steel equipments are used for the various purpose. This equipments are fail due to sensitization in long service life of equipments. Sensitization is the corrosion phenomenon which occurs due to formation of chromium carbide along the grain boundary which causes chromium depletion near the grain boundary during welding or any other heat treatment.. Main study of this paper is to analyze the qualitative effect of residual stresses which is formed during welding on the diffusion kinetics of chromium carbide has been studied. This is done by applying external loading condition in simulated environment condition. For sensitization evaluation Oxalic etch test is used. It is found that residual stresses accelerate the diffusion kinetics of chromium carbide.

Keywords: High Temperature Sensitization (HTS), Low Temperature Sensitization (LTS), Residual Stresses, oxalic acid etch test

[1]. Ernest L. Hall and Clyde L. Briant. (1984). Chromium Depletion in the Vicinity of Carbides in Sensitized Austenitic Stainless Steel.International journal of Corrosion Science. 15A 793-811.
[2]. T. M. Devine. (1990).The Mechanism Of Sensitization of Austenitic Stainless Steel. International journal of Corrosion Science.30 135-151.
[3]. M. J. Povich and P. Rao. (1978).Low temperature sensitization of Welded Type 304 Stainless Steel. International journal of Corrosion Science. 34 269-275.
[4]. Schmidt C. G. Caligiuri R. D., Eiselstein L. E., Wing S. S. and Cubicciotti D. (1987)Low temperature sensitization of Type 304 stainless steel pipe on weld heat affected zone. International journal of Corrosion Science.18 1483-1493.
[5]. G. Cragnolino and D. D. Macdonald. (1982). Intergranular Stress Corrosion Cracking of Austenitic Stainless Steel at Temperatures Below 100 C —A Review.International journal of Corrosion Science. 38, 406-427.

Public transportation systems in cities function to connect every point of activity, as well as help accessibility for residents who still use public transportation or residents who do not have private vehicles. This study aims to analyze public transportation planning in sub-urban areas in Kendari, which is the center of education, health, and office activities. The results of this study indicate that public transportation service lines in Kendari City have not fully served service centers in the suburban areas of Kendari City, especially in Kambu District, Poasia District, and Baruga District. The road development in the city of Kendari is the Center of Settlement-Service Center A (health center, offices, trade and settlement), the Center of Settlement-Service Center B, Center of Settlement-Service Center C (Center of health, trade and services, settlement), Center Settlement-Service Center C (Health, trade and service center, settlement and Settlement Center-Service Center D (Education Center), with the addition of the First Bus Stop in Kambu District, precisely at the meeting of Malacca Street and Martandu Street. The Second Bus Stop in Kadia District, precisely at the meeting of Brigjend Madjied Joenoes and Laode Hadi Street.

Keywords: Public transportation lanes, Service centers, sub urban, movement patterns

[1]. Kendari City in Figures 2018
[2]. Warpani S. 1990. Planning the Transportation System. Publisher of the Bandung Institute of Technology (ITB). Bandung
[3]. Tamin OZ. 2003. Transportation Modeling Planning (Edition 2). Publisher of the Bandung Institute of Technology (ITB). Bandung
[4]. Tamin OZ. 1997. Transportation Modeling Planning (Edition 1). Publisher of the Bandung Institute of Technology (ITB). Bandung

The food processor is conceptually designed in order to convert the raw millet powder into edible millet porridge. This equipment can perform various operations like milling, chopping, cooking, fermentation, packing etc., to produce an edible food product in micro-gravity condition. Since there is no gravity in space, the controlled movement of product from one place to another place is difficult which plays a major role in food processing. In this machine the product movement is carried out by creating a pressure difference using high velocity air. The same principle was used over all parts of the equipment to facilitate suction, delivery, holding and other movement of product and water. It can be controlled by micro-controller where in the program can be modified based on the operation. Also the set of programs can be pre-installed in micro-controller to make the various functions. The other design specifications such as food safety, weight, power, water usage also considered while designing.

Keywords: Processor, Operations, Microgravity, Micro-controller.

[1]. Castro S. L., Ott C. M., and Douglas G. L Probiotics in the Space Food System:Delivery, Microgravity Effects, and the Potential Benefit to Crew Health. 2004

[2]. Lyndon B, Space Food. NASA Facts, FS-2002-10-079-JSC, 2002
[3]. Nor ArinaBt Adam , Microcontroller (M68HC11) for fluid flow control. Universiti Malaysia Pahang Institutional Repository, 1, 109. 2006.
[4]. Perchonok M., Swango B., Toerne M E, The Challenges in the Development of a Long Duration Space Mission Food System. NASA Scientific and Technical Information, 20030003738, 2003.
[5]. ReetamM., Arumay M., Debdoot B Embedded system of DC motoe closed loop speed control based on 8051 microcontroller. Procedia Technology 10, 2013, 840-848.

The buildings are subjected to dynamic actions by both wind and earthquakes. The design for wind forces and for earthquake seismic effects is noticeably dissimilar. The intuitive philosophy of structural design uses force as the basis, which is consistent in wind design, wherein the structure is subjected to a pressure on its exposed surface area; this is force-type loading. However, in earthquake design, the building is subjected to random and accidental motion of the ground at its base. This study presents the performance & behavior of setback RCC framed structure under seismic load. Different building geometries including setbacks & regular frame are taken in this study. All frames are created & analyzed in software Staad.Pro V8i. A comparative study is made between all these building models taking different parameters. Different seismic parameters like bending moment, nodal displacement, etc. are obtained............

Keywords: Setback building, Seismic response parameter

[1]. BIS (2002). "IS 1893 (Part 1)-2002: Indian Standard Criteria for Earthquake Resistant Design of Structures", Part 1 – General Provisions and Buildings (Fifth Revision), Bureau of Indian Standards, New Delhi
[2]. Karavasilis, T.L., Bazeos, N. and Beskos. (2008). "Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands". Journal of Constructional Steel Research, 64, pp. 644-654
[3]. Kevadkar M.D., Kodag P.B. (2013). "Lateral Load Analysis of R.C.C. Building". International Journal of Modern Engineering Research, Vol.3, Issue.3, ISSN: 2249-6645, pp- 1428-1434
[4]. Munshi Javeed A., Ghosh S.K. (1998). "Analysis of Seismic Performance Of a Code Designed RCC Building". Engineering Structures, Vol. 20, No.7, pp- 608-616.
[5]. Patil S.S., Ghadge S.A., & Konapure C.G. (2013). "Seismic Analysis of High-Rise Building by Response Spectrum Method", International Journal Of Computational Engineering Research, Vol.- 3, Issue- 3, pp 272-279.