Civil 2016- projects list
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This document contains a list of 25 civil engineering projects related to structure engineering and 15 projects related to transportation. Some of the structural engineering projects include a comparison of pre-stressed hollow core slab and precast concrete beam-hcb slab systems, the effect of concrete class variation on dynamic response of framed structures, and the evaluation of hammerhead pier cap bridge design. Some of the transportation projects include studying the impact of vehicle-pedestrian interaction on traffic flow at midblocks and intersections, traffic characteristics of non-motorized vehicles in mixed traffic, and modelling bicycle activity in mid-sized Indian cities. The document provides contact information for Newzen Infotech and lists potential civil engineering research topics.
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Anant Gupta CV
Anant Gupta has over 2 years of experience as a pavement material and design engineer at Larson and Toubro Infrastructure. He has expertise in flexible and rigid pavement design as well as conducting structural evaluations of road pavements using FWD testing. Some of his projects include structural evaluations and pavement designs for road widening and rehabilitation projects in Jabalpur, Rewa, and Hospet. He has an M.Tech in transportation engineering and has published papers on pavement materials and non-destructive testing of concrete structures.
Analysis of performance of various skew angles of deck slab bridges in MIDAS ...
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The Performance Evaluation of Concrete Filled Steel Tubular Arch Bridge
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The Performance Evaluation of Concrete Filled Steel Tubular Arch Bridge
The document summarizes a study evaluating the performance and reliability of a concrete filled steel tubular arch bridge through finite element analysis. Key steps included: 1) identifying random variables that influence reliability, 2) developing finite element models, 3) establishing limit state equations, 4) fitting response surface equations, and 5) calculating reliability indices. The minimum reliability index of 6.57 for tie bar concrete stress was used as the system index. This met the standard for the bridge's condition class.
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As catastrophic bridge collapse accidents not only cause significant loss of property, but also have a severe social impact. Therefore, the structural health monitoring of bridges for damage detection by vibration analysis gets more attention. Reinforced concrete bridges are the most common and extended structures present in the worldwide. These structures are often characterized by Piers, Abutments, deck slabs. This paper looks on the work of modelling and analysis of bridge in STAAD.Pro software, and the specific bridge model is taken of a particular span. It is subjected to vary Young’s modulus (E) in the mid span of bridge deck slab to induce damage in order to obtain maximum bending moment, as the structural strength reduces. From the analysis Mu/bd2 values from SP 16 code is used to identify the damage on the bridge deck slab, then natural frequency of the bridge, mode shapes, variation of the deflection and node displacements of bridge deck slab under the action of static and dynamic load at different aspect ratios with original design parameters and at failure is carried out in this project.Evaluation of Flexible Pavement: Reviews
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The document compares the structural behavior of a 10-storey building model with RCC columns and composite columns under lateral seismic loads. Two similar building models were created in ETABS with RCC columns and concrete-filled steel tube (CFST) columns and subjected to the same loading conditions. The results show that the building with composite columns experienced lower maximum story displacements and storey shear compared to the building with RCC columns, indicating improved performance under lateral loads. The use of composite columns allows for more efficient structural design compared to conventional RCC construction for tall buildings in seismic zones.
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This document summarizes a study on using cement treated base and sub-base layers in flexible pavements. It finds that traditional base materials require large quantities and have high costs. Cement treatment can increase strength while reducing needed material. The study examines reasons for flexible pavement failure, traditional and cement treated designs, and compares performance and costs of the two methods using a test section on a highway. It concludes cement treatment provides better strength and performance at a lower overall construction cost.
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This document analyzes the effect of skew on stress resultants in T-beam bridges under various Indian Road Congress (IRC) loading conditions. T-beam bridge models with spans of 14m and varying skew angles from 0-45 degrees were modeled and analyzed using CSi Bridge software. The results show that bending moment, shear force, and torsion increase with higher skew angles and heavier loadings. Specifically, IRC AA tracked loading produces 10-15% higher bending moments than IRC 70R loading. IRC AA tracked and wheeled loadings also produce significantly different stress responses, with up to 40% variation. The analysis provides guidance on the behavior of skewed T-beam bridges under IRC standard loadings.
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IGeekS Technologies is a company located in Bangalore, India. We have being recognized as a quality provider of hardware and software solutions for the student’s in order carry out their academic Projects. We offer academic projects at various academic levels ranging from graduates to masters (Diploma, BCA, BE, M. Tech, MCA, M. Sc (CS/IT)).
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Structural planning and analysis is an art and science of designing with economy, elegance and sturdiness. Structural designing requires an in depth structural analysis on which the planning is predicted, to compete within the ever competitive market, The use of software can save many man hours and efforts in structural analysis and an effort was made in the present study to achieve this objective. The purpose of this study is to analyze and design the solid deck slab bridge by STAAD Pro and manual method under different loading conditions. And also the analysis results in term of shear, bending moment, axial force and deflection were checked by STAAD Pro which is passes through many different load combinations. The maximum design moments resulting from the combinations of various loading cases.part 1 The study deals with the planning and analysis of Solid Deck Slab using Staad Pro software. In this study solid deck slab having 8.2 m long span and the thickness of slab 0.65 m and the slab is simply supported. The drafting and detailing work was completed using AutoCAD software and thereafter the entire design work was completed using “Staad Pro v8i ss6. Pooja Kumre | Abhay Kumar Jha | Barun Kumar "Analysis and Design of Reinforced Concrete Solid Slab Bridge" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47524.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47524/analysis-and-design-of-reinforced-concrete-solid-slab-bridge/pooja-kumre
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在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
学校原件一模一样【微信：741003700 】《(ANU毕业证书)澳洲国立大学毕业证》【微信：741003700 】学位证，留信认证（真实可查，永久存档）原件一模一样纸张工艺/offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
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New techniques for characterising damage in rock slopes.pdf
rock mass characterization and New techniques for characterising damage in rock slopes
Adaptive synchronous sliding control for a robot manipulator based on neural ...
Robot manipulators have become important equipment in production lines, medical fields, and transportation. Improving the quality of trajectory tracking for
robot hands is always an attractive topic in the research community. This is a
challenging problem because robot manipulators are complex nonlinear systems
and are often subject to fluctuations in loads and external disturbances. This
article proposes an adaptive synchronous sliding control scheme to improve trajectory tracking performance for a robot manipulator. The proposed controller
ensures that the positions of the joints track the desired trajectory, synchronize
the errors, and significantly reduces chattering. First, the synchronous tracking
errors and synchronous sliding surfaces are presented. Second, the synchronous
tracking error dynamics are determined. Third, a robust adaptive control law is
designed,the unknown components of the model are estimated online by the neural network, and the parameters of the switching elements are selected by fuzzy
logic. The built algorithm ensures that the tracking and approximation errors
are ultimately uniformly bounded (UUB). Finally, the effectiveness of the constructed algorithm is demonstrated through simulation and experimental results.
Simulation and experimental results show that the proposed controller is effective with small synchronous tracking errors, and the chattering phenomenon is
significantly reduced.
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
IIT毕业证原版定制【微信：176555708】【伊利诺伊理工大学毕业证成绩单-学位证】【微信：176555708】（留信学历认证永久存档查询）采用学校原版纸张、特殊工艺完全按照原版一比一制作（包括：隐形水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠，文字图案浮雕，激光镭射，紫外荧光，温感，复印防伪）行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备，十五年致力于帮助留学生解决难题，业务范围有加拿大、英国、澳洲、韩国、美国、新加坡，新西兰等学历材料，包您满意。
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一.毕业证【微信：176555708】成绩单、使馆认证、教育部认证、雅思托福成绩单、学生卡等！
二.真实使馆公证(即留学回国人员证明,不成功不收费)
三.真实教育部学历学位认证（教育部存档！教育部留服网站永久可查）
四.办理各国各大学文凭(一对一专业服务,可全程监控跟踪进度)
如果您处于以下几种情况：
◇在校期间，因各种原因未能顺利毕业……拿不到官方毕业证【微信：176555708】
◇面对父母的压力，希望尽快拿到；
◇不清楚认证流程以及材料该如何准备；
◇回国时间很长，忘记办理；
◇回国马上就要找工作，办给用人单位看；
◇企事业单位必须要求办理的
◇需要报考公务员、购买免税车、落转户口
◇申请留学生创业基金
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分→ 【关于价格问题（保证一手价格）
我们所定的价格是非常合理的，而且我们现在做得单子大多数都是代理和回头客户介绍的所以一般现在有新的单子 我给客户的都是第一手的代理价格，因为我想坦诚对待大家 不想跟大家在价格方面浪费时间
对于老客户或者被老客户介绍过来的朋友，我们都会适当给一些优惠。
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
选择实体注册公司办理，更放心，更安全！我们的承诺：可来公司面谈，可签订合同，会陪同客户一起到教育部认证窗口递交认证材料，客户在教育部官方认证查询网站查询到认证通过结果后付款，不成功不收费！
学历顾问：微信：176555708
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Dynamic Programming
Backtracking
Techniques for Graphs
Branch and Bound
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- 1. CIVIL - PROJECTS LIST 2016 2nd floor, Green Square Plaza, Opp: Geetha Bhavan, KARIMNAGAR-505 001. Head Office: #201, 2nd Floor, Gyan Arcade, Ameerpet, HYDERABAD-500 082. www.newzeninfotech.com , Ring on: +91 9030800005, +91 9052800005 : STRUCTURE ENGINEERING: 1. Comparison of pre-stressed hollow core slab and precast concrete beam-hcb slab system 2. Blast loading and effects on rc frame buildings 3. Effect of concrete class variation on dynamic response of framed structures 4. Design and cost comparison of reinforced masonry and reinforced concrete building structures 5. Effect of change in yield strength of reinforcement steel on the safety and strength of reinforced concrete beams and columns 6. Investigation on the suitability of pumice and scoria aggregates in ribbed-slab construction 7. Assessment of ribbed slab constructions framed only in one direction against lateral load excitations 8. Comparative evaluation of concentrically bracing system for lateral loads on medium rise steel building structures 9. Corrosion of steel reinforcement in reinforced concrete structures – effect and methods of repair 10. Economic design of steel concrete composite bridges 11. The effect of egg and lime on the compressive strength of mortar 12. The advantage of high-strength concrete (hsc) in high-rise buildings 13. Evaluation of hammerhead pier cap bridge design 14. Assessment of earthquake analysis methods of intake towers 15. Simplified analysis and design considerations of precast joist in one way ribbed slab 16. Effect of using high strength concrete columns on the structural behaviors of building frame 17. Computer program for comparative study of the analysis and design of reinforced concrete t-girder and box-girder bridges 18. Assessment of the Effect of Size of Diaphragm Discontinuity (Opening) on the Rigidity of Diaphragm and Distribution of Lateral Load to the Lateral Load Resisting Element 19. Traffic generated power 20. FEM Based Advanced Torsion Analysis of Curved Steel Box Girder Bridges 21. Seismic assesment of simply supported vs continuous concrete girder bridges 22. Investigation of Effective Length Method for Slender Reinforced Concrete Column Having Linearly Varying Cross-Section 23. Development of a computer program for structural design of concrete slab culvert deck 24. Software development for design of slab and t-girder reinforced concrete bridges 25. Effects of torsion on lateral stability of building structures
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