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Proceedings of

3rd International Conference on Advances in Civil, Structural and Mechanical Engineering ACSM 2015

Date
29-Dec-2015
Location
Bangkok , Thailand
Authors
51
ISBN
978-1-63248-083-5

25 Articles Published

1. HAPTIC SEAT ALERT SYSTEM IN MOTORCYCLE TO REDUCE ACCIDENTS

Authors: L. JOSEPH MICHAEL

Abstract: We live in a world, where speed plays a more vital role. Though speed is more important safety is considered essential. India has recorded most number of road accident per Annam about 1,35,000 annually. The country has over taken China and now has the worst road traffic accident rate worldwide. It is found that 25 percent of the total death in the road accidents are two-wheelers. The statistics shows that, one serious road accident in the country occurs every minute and 16 die on Indian roads every hour.1214 road crashes occur every day in India. Thus an alerting system is necessary to alert the motorist, in any conditions such as over speed and rash driving also to indicate the approaching of the closer rear vehicles.The Haptic seat alert system in motorcycle is a combination of both Mechanical and Electronics operation. This system alerts the driver by producing vibration in the seat, with the help of dc vibrating motor. The system consist of Ultrasonic sensors, Electronic controllin

Keywords: Width Modulator , (PWM), feature, setup

Pages: 1 - 6 | DOI: 10.15224/978-1-63248-083-5-16

2. CONCEPT OF TUBULAR DESIGN IN HIGH RISE STRUCTURES

Authors: GEETHU VARGHESE , J.VIKRAM

Abstract: Multi-storeyed buildings are used for office, complex, residential flats, public centres, etc. There is need for multi-storeyed building due to overcrowding of cities. These multistoreyed buildings can be transformed into tall buildings in order to achieve more floor space but occupy less land space. In the design of tall buildings, lateral loads play predominant role. The lateral loads are wind load and seismic load. There are various lateral load resisting systems such as braced frame system, moment resisting frame system, frame truss-interacting system, shear wall system, core and outrigger system and tubular system. The tubular system comprises various types such as framed tube, trussed tube, tube in tube and bundled tube. In this project, a plan has been created for the bundled tube comprising four tubes using Auto-cad.The various loads such as dead load, live load and wind load are assigned using software. Analysis of the structure has been done using software. The components of

Keywords: Tall buildings; Lateral Loads; Tubular system; Bundled Tube.

Pages: 7 - 11 | DOI: 10.15224/978-1-63248-083-5-17

3. MECHANICAL CHARACTERIZATION OF NORMAL STRENGTH CARBON FIBERS REINFORCED CONCRETE

Authors: MANISH A. KEWALRAMANI

Abstract: Carbon fiber is a relatively new raw material which is confidently managing performance–cost trade off in construction sector. It is usually combined with other materials to form a composite. Owing to advantageous characteristics like high stiffness, high tensile strength, low weight, high chemical resistance, high temperature tolerance and low thermal expansion utilization of carbon fibers in construction sector is undeniably innovative. Besides, availability of various grades of carbon fibers with varying properties make it possible to be used for specific applications. The present work investigates the potential use of carbon fibers as reinforcement to normal strength concrete by studying important mechanical characteristics like compressive strength, splitting tensile strength, relationship between compressive strength and splitting tensile strength, and chord modulus of elasticity measured from stress-strain curves when high intensity long chain polymers primarily made of polyprop

Keywords: Carbon Fibers, concrete, compressive strength, splitting tensile strength, ultra sonic pulse velocity.

Pages: 12 - 15 | DOI: 10.15224/978-1-63248-083-5-18

4. BEHAVIOR OF DIFFERENT FOOTING SHAPES ON SANDY LAYER IMPROVED WITH CEMENT UNDERLAIN BY WEAK CLAY SOIL AUTHOR(S): SAMIR IBR

Authors: SAMIR IBRAHIM SHALABY

Abstract: One of the most important problems are to construct on soft clay soil. The utilization of a cemented top layer increases bearing capacity, reduces displacement at failure, and change soil behavior to a brittle behavior. The objective of this research paper is directed towards investigating experimentally the effect of footing shapes on the bearing capacity and settlement of weak clay soil overlain by cemented or uncemented sandy soil. Two percent of cement are used as reinforcement for sandy soils. A laboratory experimental work program was carried out on circular, rectangular, and square model footings. The studied parameters include footing shape, thickness of replacement sand layer, and percent of added cement. Experimental results show that the shape of the footing has a pronounced improving effect on soil bearing capacity and its settlement. Circular footing gives the highest improvement while rectangular footing gives the least one. The critical depth of cementing upper sand laye

Keywords: soil bearing capacity, layered soil, weak clay, cemented sand replacement, soil reinforcement, footing shape.

Pages: 16 - 22 | DOI: 10.15224/978-1-63248-083-5-19

5. THE ROLE OF ORGANOSILICON POLYMERS IN THE FORMATION OF HYDROPHOBIC PROPERTIES OF SYNTHETIC PAINT COATINGS USED IN BUILDING RENOVATION

Authors: WACLAW BRACHACZEK

Abstract: The article studies the structure of protective coatings containing organosilicon polymers with different chemical structure, used in the building renovation. The relation between the contact angle of the cured coating and the type of the organosilicon polymer is analyzed. It has been found that the water-repellent properties of the coatings are influenced by the composition of these polymers. Using spectroscopic studies, the mechanism of hydrophobisation of coatings was explained. The analysis of spectral maps along the cross section of the coatings has shown polysiloxane additives migration from the substrate into the coating/air interface. The arrangement of polysiloxanes in cross-section of the coatings was varied and depended on the weight fraction of organic resin in the paint formulation and the chemical composition of polysiloxanes. Tests were carried out using an IR Continuum microscope. The analysis was conducted on cured coatings derived from acrylic paints containing polysi

Keywords: Restoration of Monuments, rehabilitation of Buildings, silicone dyeing coats, silicone resin, polymer resin, IR spectroscopy, the surface properties

Pages: 27 - 32 | DOI: 10.15224/978-1-63248-083-5-21

6. ANALYSIS OF ERRORS IN RESTORATION OF SALTY AND DAMP WALLS

Authors: CEZARIUSZ MAGOTT , WACLAW BRACHACZEK

Abstract: This paper presents the study of the most common errors made in the restoration of salty and damp masonry structures. Analysis of the errors was based on site visits to 127 facilities where restoration treatment was carried out. A set of technical and technological activities aimed at permanent reduction of the moisture level in walls, usually to 3 - 6 percent of mass humidity, was evaluated in terms of correctness if their implementation. These activities included treatments related to the implementation of damp-proof membranes and a whole set of activities involving new sanitary, heating, electrical, ventilation or air conditioning installations, clearing of obstructions or changing rainwater drainage. Errors were studied in three areas: design, construction and usage. It was found that the basic errors arising during the building drying process are errors at the design stage, followed by construction and usage errors.

Keywords: restoration of monuments, rehabilitation of buildings, drying of damp buildings

Pages: 33 - 37 | DOI: 10.15224/978-1-63248-083-5-22

7. A SYSTEM MONITORING OPERATIONAL SAFETY OF STRUCTURES USED IN CIVIL ENGINEERING

Authors: JANUSZ JURASZEK

Abstract: The paper presents a system monitoring operational safety of structures used in civil engineering. The system is based on the fibre Bragg grating (FBG) sensors or sensors using the optical time domain reflectometry (OTDR) technology. The essence of the solution is to introduce FBG sensors into the structure to make them act as its “nervous system”. The system may be implemented in existing civil engineering structures made of steel, concrete, reinforced concrete, as well as in shells and new structures at the design stage. The paper presents an example of an actual system operating based on FBG sensors and analysing the safety of Poland's longest steel footbridge. The footbridge is 35 years old. Periodic inspections of the Technical Inspection Office allow the footbridge operation if the structure meets the requirements stipulated by relevant regulations, but the decision is not based on a continuous analysis of the footbridge safety. The applied monitoring system makes it possible to

Keywords: safety of civil engineering structures, fibre

Pages: 38 - 41 | DOI: 10.15224/978-1-63248-083-5-23

8. A SYSTEM FOR MONITORING OF OPERATIONAL SAFETY OF FERROMAGNETIC STRUCTURES

Authors: JANUSZ JURASZEK

Abstract: The paper presents a system for monitoring of operational safety of ferromagnetic structures used in civil engineering, machine construction and power engineering. The system is based on sensors of the residual magnetic field (RMFM) distribution. A change in values of individual components of the residual magnetic field informs in advance about the appearance of areas with a raised level of stresses or stress concentration zones and identifies micro cracks. The paper presents numerous examples of identification of hazard areas both in machine construction (forging press drive shafts) and in civil engineering (transporter crane steel structure). The information obtained from the system for monitoring of operational safety of ferromagnetic structures has already made it possible to take appropriate preventive measures to avert a major catastrophe.

Keywords: safety of ferromagnetic structures, residual magnetic field, micro cracks

Pages: 42 - 45 | DOI: 10.15224/978-1-63248-083-5-24

9. NEW DESIGN METHOD FOR LAP SCARF JOINT USED FOR RECONSTRUCTION OF TIMBER STRUCTURES

Authors: HANA HASNIKOVA , JAN TIPPNER , JIRI KUNECKY , MICHAL KLOIBER , VACLAV SEBERA

Abstract: The article describes a development of a new carpentry join suitable for reconstructions of timber structures; it is possible to replace only damaged parts of wooden beam with help of the joint. The mechanical behavior of the joint was analyzed in details. The inclined faces transfer the direction of loading and use of less stiff wooden dowels allows better distribution of stresses. The design methodic has been created so that the maximum of joint potential is used safely.

Keywords: Lap scarf joint, wooden dowels, stiffness

Pages: 46 - 49 | DOI: 10.15224/978-1-63248-083-5-25

10. FLUID FLOW AND TURBULENCE MODELLING IN 4.VALVE ENGINES

Authors: DRAGUTINOVIC SINISA , JOVANOVIC ZORAN

Abstract: In this paper some results concerning the effect of turbulence model variation onto flame propagation in a particular combustion chamber with four tilted valves were elucidated. Flame propagation was represented by the evolution of spatial distribution of temperature in various cut-planes within combustion chamber while the flame front location was determined by dint of zones with maximum temperature gradient. The results presented are only a small part of broader on-going research activity in the field of multidimensional modeling of reactive flows in combustion chambers with complicated geometries encompassing various models of turbulence, different fuels and combustion models. The effect of turbulence model variation was analyzed through comparison of results of flame propagation obtained with eddy-viscosity model i.e. standard k-ε model of turbulence and results obtained with k- ξ-f model of turbulence. In the case of combustion all differences ensuing from turbulence model variati

Keywords: Fluid Flow, Flame Propagaion, Turbulence Modelling

Pages: 50 - 54 | DOI: 10.15224/978-1-63248-083-5-26

11. PLANNING AND MANAGING THE PRESERVATION OF HISTORICAL BUILDINGS IN THE OLD CITY OF HEBRON –PALESTINE

Authors: NASSEREDIN NAFETH

Abstract: Every community and society has a very precious heritage which has to be and can be transferred to the next generation and it is the responsibility of the civil society to transfer that heritage to the next generation . The process of preserving and, reconstructing historical buildings poses several specific questions and raises problems which must be solved in the planning and management stage of the building process - from questions of architectural and arthistorical significance , via the future purpose of use of the building, links to the surrounding buildings, environmental questions, questions of cost, time analysis, and quality assurance problems. Many of these problems can be solved with the help of a detailed architectural plans, elevations and sections of the historical buildings and monuments which was created by an expert team .

Keywords: architectural plans, reconstruction, historical buildings, project management, planning, building materials .

Pages: 55 - 61 | DOI: 10.15224/978-1-63248-083-5-27

12. VISCOELASTIC KIRCHHOFF PLATE ANALYSIS VIA MIXED FINITE ELEMENT FORMULATION

Authors: FETHI KADIOGLU , GULCIN TEKIN

Abstract: In this study, a functional for the dynamic analysis of viscoelastic Kirchhoff plates is obtained through an efficient systematic procedure based on the Gâteaux Differential Method. For the solution of the derived functional, mixed finite element method in transformed Laplace-Carson space is used. In this functional, there exists four independent variables such as deflection (w), internal forces (Mx, My, Mxy) in addition to the dynamic and geometric boundary condition terms. For modeling the viscoelastic behavior, four parameter solid model is employed. For transformation of the solutions obtained in the Laplace- Carson domain to the time domain, different numerical inverse transform techniques are employed. The developed solution technique is applied to several dynamic example problems for the verification of the suggested numerical procedure.

Keywords: dynamic analysis, viscoelastic plates, Gâteaux differential, mixed finite element method, Laplace-Carson transform

Pages: 62 - 65 | DOI: 10.15224/978-1-63248-083-5-28

13. IDENTIFYING AND STRUCTURING OBJECTIVES FOR THE DESIGN OF LEAN PROCESSES IN MANUFACTURING COMPANIES APPROACH AND RESULTS OF AN EMPIRICAL SURVEY AMONG SMALL AND MEDIUM-SIZED ENTERPRISES

Authors: JOHANNES SIEBERT , PAUL MOLENDA

Abstract: This research presents a value-focused thinking approach to identifying and structuring of objectives for the design of value-added production systems for manufacturing companies. The approach combines manufacturing, logistics and lean principles and emphasizes the importance of the decisionmaker during the design of a value-added production system. Additionally the importance of the decision-maker is demonstrated through the presentation of the results of a conducted survey among small and medium-sized enterprises.

Keywords: value-added production system, lean production, logistics, production l

Pages: 66 - 71 | DOI: 10.15224/978-1-63248-083-5-29

14. LOAD SIMULATION OF FORGING PRESS UPGRADED BY TOOL HOLDER

Authors: JAN HLAVAC , MIROSLAV BELE

Abstract: This article deals with a virtual simulation of forging press made with finite element method. The aim is to extend simulation model about a toll holders and tools. We analyzed differences between results of stress load of press’ frame.

Keywords: forging press, load simulation, FEM

Pages: 72 - 74 | DOI: 10.15224/978-1-63248-083-5-30

15. EARNED VALUE MANAGEMENT (EVM) ON CONTROLLING THE IMPLEMENTATION OF THE ROAD CONSTRUCTION PROJECT

Authors: LATUPEIRISSA JOSEFINE ERNESTINE

Abstract: Road infrastructure development projects that are being developed in East Indonesia, one of which is located on the district of West Southeast Maluku in Maluku province. Deviation from the time of execution, on project to improve the Trans Yamdena Tumbur road on West Southeast Maluku District in 2013 the background of this study, which aims to determine the results of the performance of the project and the cause of the deviation as well as how to control. Evaluation of the performance time and cost in this study as well as control were analyzed using Earned Value Management (EVM) concept. The results evaluation showed that there are deviations from the schedule of implementation resulting in delayed projects in total for approximately 14 working days. This is caused by the redesign process of planning for one week at the 1st week which result in decreased performance on 2nd week. While the reduction in the number of workers began at 12th week , resulting in decreased performance at 13t

Keywords: Earned Value Management (EVM), Deviation Implementation Schedule, Control

Pages: 75 - 79 | DOI: 10.15224/978-1-63248-083-5-61

16. NUMERICAL INVESTIGATION OF SHALLOW WATER RESISTANCE OF A PLANING VESSEL

Authors: ALI SAFARI , AMIR H. NIKSERESHT

Abstract: In recent years a great deal of research effort on ship hydrodynamics have been devoted to practical navigation problems in moving planing vessels safety in rivers and confined water. The important point of any analysis is the investigation of ship hydrodynamics in shallow water conditions. The purpose of this study is to investigate the resistance of a planing vessel model 4667-1 by using CFD software based on finite volume method to solve the RANS equations in different speed and depths including deep and shallow water conditions. Also the wave pattern and flow field around the vessel is investigated. For validating the method, at first the resistance results in deep water are compared with the experimental data and show good agreements. Simulations are performed in transient mode, using Volume of Fluid (VOF) and k -ε schemes to model the free surface turbulent flow. The results have shown that by decreasing the depth, the shallow water resistance of a planing vessel will be increase

Keywords: Shallow water, Deep water, Resistance, planing vessels, Volume of Fluid

Pages: 80 - 84 | DOI: 10.15224/978-1-63248-083-5-62

17. MODELLING SNOWMELT RUNOFF USING AN ARTIFICIAL NEURAL NETWORK (ANN) APPROACH

Authors: RESAT ACAR , SEMET CELIK , SERKAN SENOCAK

Abstract: The use of artificial neural networks (ANNs) is becoming increasingly common in the analysis of hydrology and water resources problems. In this research, an ANN was developed and used to model the snowmelt runoff, in a catchment located in a semiarid climate in Turkey. The multilayer perceptron (MLP) neural network was chosen for use in the current study. The one year data (2009) obtained from the stations, located in Erzurum Kırkgöze (Çipak) basin, are integrated into daily average time series of temperature (T), solar radiation (R), snow-covered area (S), snow water equivalent (SWE), runoff coefficient for snow (Cs). The results indicate that the artificial neural network method is suitable to predict the river discharges by using some variables and parameters of snowmelt for the Kırkgöze Basin.

Keywords: Artificial Neural Network, Modelling, Snowmelt Runoff Model, Turkey

Pages: 85 - 87 | DOI: 10.15224/978-1-63248-083-5-63

18. NON-DESTRUCTIVE EVALUATION METHOD FOR SOUNDNESS OF ADHESIVE PORTION AROUND POST-INSTALLED ANCHOR BOLTS IN CONCRETE BY ELECTROMAGNETIC PULSE

Authors: HIROKAZU MIYATA , SHINYA UCHIDA , TAKAYOSHI KIMURA , TOSHIRO KAMADA

Abstract: This study focuses on the level of adhesive filling around a post-installed anchor bolts in concrete. The level of adhesive filling was evaluated in a concrete specimen simulating adhesiontype post-installed anchor bolts using an elastic wave method (electromagnetic pulse method). As a result, it is found that the level of adhesive filling around a post-installed anchor bolts can be evaluated accurately by inputting elastic waves in the bolt and using the elastic wave energy received on concrete surface near the bolt.

Keywords: Non-destructive testing, Post-installed anchor, Adhesive, Elastic wave method

Pages: 88 - 92 | DOI: 10.15224/978-1-63248-083-5-64

19. SETTING OF CO-RELATION IN HYDRO-GEOLOGY IN SABARMATI BASIN,GUJARAT,INDIA.

Authors: HEMA R. PARMAR , N.D.SHAH , P.K.MAJUMDAR

Abstract: Work is now geological, geochemical, hydrological, biological, for the design and management of artificial recharge systems, including engineering aspects that could be helpful, when you give an idea of the hydro geological details of the aquifers that can spread the realization up was carried out. A soil and underground structure is due essentially heterogeneous. When I first fatal flaws and to test the general possibilities and be able to design and build the entire system and proceed to the next pilot and small scale systems. This approach is particularly effective in a normal scale effect is important large-scale systems.

Keywords: Aquifer, Ground water modelling, Rockworks

Pages: 93 - 97 | DOI: 10.15224/978-1-63248-083-5-65

20. STUDY ON THERMAL ERROR ELIMINATION FOR A BALL SCREW FEED DRIVE

Authors: SANG PIL CHO , SEUNG YOON NOH , ZHE ZHU XU

Abstract: The traditional thermal error compensation system of ball screw feed drive is highly dependent on the feedback temperature or positioning data. Because of the overdependence to measuring technique, increasing of compensation system cost and decreasing of productivity level will be an inevitable trend in a machine tool. This paper presents a new approach in ball screw thermal error compensation system which can work without any temperature or positioning feedback. As the parts of the thermal error compensation system, component heat generation, compensation method, thermal model, mathematic model and calculation method were studied respectively. In order to discuss the correctness of the developed thermal error compensation system, a series of tests contains positioning accuracy and temperature distribution was carried out in the same working condition of prediction. As the results, the test data well confirmed the correctness of the developed ball screw thermal error compensation syste

Keywords: Ball Screw, Thermal Error, Feed Drive, Error Compensation, Calculation Method, Positioning Error

Pages: 98 - 102 | DOI: 10.15224/978-1-63248-083-5-66

21. ESTIMATING THE RELIABILITY AND UNCERTAINTY OF COORDINATE MEASURING MACHINES BY NUMERICAL METHOD

Authors: SOMPOAP TALABGAEW

Abstract: This research develops an alternative approach for the prediction of uncertainty of multi axis machines, Coordinate Measuring Machine (CMM), by using geometric error information in each axis or repeatedly measured coordinates. It also introduces a procedure to calculate the probability of accepting a measured position within a specified range. The developed model has resulted in an improvement in the probability of accepting a measured position, compared to previously published models and results.

Keywords: Reliability, Uncertainty, CMM

Pages: 103 - 107 | DOI: 10.15224/978-1-63248-083-5-67

22. DEVELOPMENT THE SOIL IMPROVED ABOUT LIQUEFACTION COUNTERMEASURE USING SLAG AND MUD

Authors: AKIHISA OKAMOTO

Abstract: My research has focused on the construction waste sludge that we do not reuse. We aim to develop improved soil that does not cause the liquefaction by mixing the construction waste sludge and slag. The results of the research, construction waste sludge 20% slag 80% modified soil was found to be a specimen with a tenacious resistance to liquefaction when compared with 100% slag specimen.

Keywords: construction waste sludge, liquefaction, conbination rate, modifiled soil

Pages: 108 - 112 | DOI: 10.15224/978-1-63248-083-5-85

23. RISK LEVEL ASSESSMENT ON ROAD CONSTRUCTION’S CONTRACTORS USING CULTURAL – PROFESSIONALISM BASED APPROACH

Authors: BASYAR BUSTAN , ISRAN RAMLI , LAWALENNA SAMMANG , NURALI

Abstract: This study is aimed to analyze the characteristics of potential risk, risk level, risk response and design a risk assessment models with multi-criteria on a road construction project. This study is done in the form of a survey by capturing the opinions or perceptions, experiences and attitudes of respondents implementing on road construction. Variables and indicators that are expected affecting the risk of road construction projects were modeled and tested using the methodology of Expert Choise to describe, quantify and demonstrate the level, allocation, and risk response on road construction projects with different risk variables. Results of the study, the first is the amount of the risk identified for the construction of the road as much as 281 risks and were grouped into aspect of non-technical 57, technical aspect 39, financial aspect 36, the cultural aspect of the construction 76, aspect of health and safety management 38 and environmental aspect 35. The second is the weight of im

Keywords: risk management, uncertainties, risk level, construction cultural, road contractors

Pages: 113 - 120 | DOI: 10.15224/978-1-63248-083-5-94

24. ATTITUDES AND SELF-BELIEFS OF ABILITY TOWARDS MATHEMATICS AND SCIENCE AND THEIR EFFECTS ON CAREER CHOICES A CASE STUDY WITH MACAO-CHINESE GIRLS

Authors: ANA MARIA CORREIA , CLARA FERNANDES , JOAO SAMPAIO MAIA

Abstract: This study explores girls’ attitudes and selfassessment of abilities towards mathematics and science and its effects on career preferences. Results from Pisa 2012 stated that Macao girls do as well as boys in mathematics and science. However, less than 0,5% of Macao girls contemplate pursuing a career in mathematics related fields and less than 2% contemplate pursuing a career in science related areas. In this research, which follows a quantitative design and was developed in the academic year of 2013/2014, we studied the female students of Macao secondary schools who also attended a Foreign Language course at Macao Portuguese School. The study is focused on a sample of 45 elements. The “Modified Fennema-Sherman Mathematics and Science Attitude Scales” was adapted to measure students selfbeliefs and attitudes towards mathematics and science along four domains, namely (a) confidence, (b) usefulness, (c) mathematics and science as a male domain, and (d) students’ perceptions of their tea

Keywords: ender gap, Macao, STEM

Pages: 19 - 23 | DOI: 10.15224/978-1-63248-085-9-54

25. COMPARATIVE PERFORMANCE ANALYSIS OF VIDEO WATERMARKING IN DCT, DCT-SVD DOMAINS

Authors: CHHAYA S. GOSAVI , SURESH N. MALI

Abstract: In this paper, watermark is generated uniquely for given video combining copyright information, video signature and time stamp. This watermark is scrambled using Arnold transform method and then divided into eight sub-images. Video is divided into video sequence and audio sequence. Frames are selected using scene change method, for embedding. Each scene change frame is divided into 8 x 8 blocks and DCT is applied to check energy. High energy block is selected for embedding the watermark bit. Embedding is done using Blind DCT-SVD method. Audio stream is also divided into equal size frames and DCT-SVD method used to add watermark bit to each frame. Experimental results show that proposed algorithm is useful for copyright protection as well as authentication. Embedded frame is compared with original frame to check its quality. Peak Signal to Noise Ratio (PSNR) is 49.77 dB for atrium.avi and 48.35 dB for baby.mp4. Embedded video is tested for robustness against attacks such as frame swappi

Keywords: DCT, SVD, Video Watermarking

Pages: 153 - 157 | DOI: 10.15224/978-1-63248-073-6-86

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