Volume-4 Issue-2, June 2016 – International Journal of Inventive Engineering and Sciences (IJIES) https://www.ijies.org Exploring Innovation | ISSN: 2319-9598(Online) | A Periodical Journal | Reg. No.: C/1383209 | Published by BEIESP Fri, 17 Sep 2021 04:56:03 +0000 en-US hourly 1 https://www.ijies.org/wp-content/uploads/2021/02/cropped-IJIES-Logo-WF-32x32.png Volume-4 Issue-2, June 2016 – International Journal of Inventive Engineering and Sciences (IJIES) https://www.ijies.org 32 32 B0704064216 https://www.ijies.org/portfolio-item/b0704064216/ https://www.ijies.org/portfolio-item/b0704064216/#respond Fri, 27 Aug 2021 07:30:47 +0000 https://www.ijies.org/?post_type=portfolio&p=6197 The post B0704064216 appeared first on International Journal of Inventive Engineering and Sciences (IJIES).

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Analysis of Stress Ribbon Bridge
Siddhartha Ray1, D. M. Joshi2, Rahul Chandrashekar3
1Mr. Siddhartha Ray, Civil Engineering/ SCOE, Kharghar, Navi Mumbai, India.
2Prof. D.M. Joshi, Civil Engineering/ SCOE, Kharghar, Navi Mumbai, India.
3Mr. Rahul Chandrashekar, Bridge department L&T construction, Mumbai, India
Manuscript received on August 02, 2016. | Revised Manuscript received on August 11, 2016. | Manuscript published on June 30, 2016. | PP: 14-18 | Volume-4 Issue-2, June 2016. | Retrieval Number: B0704064216/2016©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: A stressed ribbon bridge (also known as stress-ribbon bridge or catenary bridge) is a tension structure which is very similar to suspension bridges. The suspension cables form the part of the deck which follows a inverted catenary between supports. The ribbon is stressed such that it is in compression, which increases the stiffness of the structure where as a suspension spans tend to sway and bounce. The supports in turn support upward thrusting arcs that allow the grade to be changed between spans where multiple spans are used. Such bridges are typically made RCC structures with tension cables to support them. Such bridges are generally not designed for vehicular traffic but where it is essential, a certain degree of additional stiffness is required to prevent excessive flexure of the structure. A stress ribbon bridge of 45 meter span is modelled and analyzed using ANSYS version 12. For simplicity in importing civil materials and civil cross sections, CivilFEM version 12 add-on of ANSYS was used. A 3D model of the whole structure was developed and analyzed and according to the analysis results, the design was performed manually
Keywords: Stress Ribbon, Precast segments, Prestressing, Dynamic Analysis, Pedestrian Excitation.

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GIS-3D Susceptibility Landslide Disaster at Upper Area of Jeneberang River Watershed, South Sulawesi, Indonesia
Yoenus Osman1, Ramli Rahim2, Saleh Pallu3, Sumbangan Baja4
1Yoenus Osman, Doctorate Program of Civil Engineering, Hasanuddin University, South Sulawesi, 90111 Indonesia.
2Ramli Rahim, Professor, Hasanuddin University, South Sulawesi, 90111 Indonesia.
3Saleh Pallu, Professor, Hasanuddin University, South Sulawesi, 90111 Indonesia. Sumbangan Baja, Professor, Hasanuddin University, South Sulawesi, 90111 Indonesia.
Manuscript received on August 02, 2016. | Revised Manuscript received on August 09, 2016. | Manuscript published on June 20, 2016. | PP: 08-13 | Volume-4 Issue-2, June 2016. | Retrieval Number: B0703064216/2016©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: The assessment of landslide hazard and risk has become a topic of major interest for both geoscientists and engineering professionals as well as for local communities and administrations in many parts of the world. Recently, Geographic Information Systems (GIS), with their excellent spatial data processing capacity, have attracted great attention in natural disaster assessment. In this paper, an assessment of landslide hazard at Upper Area of Jeneberang Watershed has been studied using GIS technology. By simulating the potential landslide according the minimum safety factor value using GIS, it can be expected that great contribution as a basic decision making for many prevention works before future landslide occurs at Jeneberang River Watershead, South Sulawesi, Indonesia
Keywords: Geographic Information Systems (GIS), three dimensional slope stability, landslide hazards, deterministic model, slope unit, Jeneberang River Watershed

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Online Fee Payment Application
Amit Banerjee1, Rohan Mandloi2
1Amit Banerjee, Department of Computer Engineering, Ramrao Adik Institute of Technology, Navi Mumbai (Maharashtra). India.
2Rohan Mandloi, Department of Computer Engineering, Ramrao Adik Institute of Technology, Navi Mumbai (Maharashtra). India.
Manuscript received on June 02, 2016. | Revised Manuscript received on June 19, 2016. | Manuscript published on June 20, 2016. | PP: 05-07 | Volume-4 Issue-2, June 2016. | Retrieval Number: B0699064216/2016©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: We propose an online fee payment application using which we can pay the college fees from any desirable location. The application will run on the web which makes it portable and accessible from any environment.It acts as an interface between the user and third party e-commerce applications such as Paypal,instamojo, other net banking sites through which the transaction process takes place.The application will also keep track of payment dues and previous payment records for reference.The application provides the students an option to buy any necessary supplements such as files, journals, paper supplements in addition to the fees payment.
Keywords: Application, fee payment, gateway, student.

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Classification of Images into Clusters by Its Properties (CICP)
Nithyananda C R1, Ramachandra A C2, Prashanth C R3
1Nithyananda C R, Department of Computer Science and Engineering, East Point College of Engineering and Technology, Bangalore (Karnataka). India.
2Ramachandra A C, Department of Electronics and Communication Engineering, Alpha College of Engineering, Bangalore (Karnataka). India.
3Prashanth C R, Department of Telecommunications Engineering, Dr. Ambedkar Institute of Technology, Bangalore (Karnataka). India.
Manuscript received on June 02, 2016. | Revised Manuscript received on June 16, 2016. | Manuscript published on June 20, 2016. | PP: 01-04 | Volume-4 Issue-2, June 2016. | Retrieval Number: D0708114416/2016©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: The Quality of the given image is identified by its Features and properties. In this paper Image Classification of Images into Clusters by its Properties (CICP) we analyze the different Features and Properties of various types of images. The images are of good visible, moderate visible and blur for visibility. The basic properties such as Entropy, Contrast, Skewness, Brightness, Kurtosis, Visibility and Spatial Frequencies are calculated for the given images. These property values are extracted for Weibull, Contrast, Intensity and Fractal images. Image Classification is made based on the properties which are unique for particular type of images.
Keywords: Brightness, Moments, Standard Deviation, Spatial Frequency, Visibility.

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