Sunday, August 23, 2020

A Research on to Study the Seismic Behaviour of a Multi Storey Building with RC Moment Resistance Frame and Shear Wall

Seismic analysis plays a important role in the engineering structure, after the major earthquake that is Kashmir earthquake 2005 and Gujarat earthquake 2001 , there is a attention about the vulnerability assessment of earthquake on the structure. Generally, after the Gujarat earthquake it was seen that the building was failed because of the soft story behavior. When the seismic waves are produce or we can say that when the seismic waves are strikes to the any building, the reduction in lateral stiffness takes place and thus the mass in the ground floor results the higher stress in vertical member under seismic load. To overcome this effect moment resistant frame STORY used.Moment resistant frame is a assemblage of columns and beams in the rectilinear form. In the M.R frames beams are rigidly connected by the columns. After these earthquake the Indian Standard codes was revised that is IS 1893 in IS 2002.In the present study we use the MR frames for overcome the effect of the earthquake and the building is modeled in the software named as “Resist”. In this study we will also discuss about the wind load on the building.The moment resistant frames are used commonly to resist the lateral loads seismic load . The moment resistant frames are of two types which are 1. Ordinary Moment Resistant Frames.2. Special Moment Resistant Frames.The SMRF are used in the high vulnerable area or zone for providing the ductile behavior. The response factor for the SMRF is about 5. The aim of the study is to analysis the building with moment resistant frame for earthquake and for the wind loads and gives the results.

by Govardhan Lal Verma | Rajdeep Singh "A Research on to Study the Seismic Behaviour of a Multi-Storey Building with RC Moment Resistance Frame and Shear Wall" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd33152.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33152/a-research-on-to-study-the-seismic-behaviour-of-a-multistorey-building-with-rc-moment-resistance-frame-and-shear-wall/govardhan-lal-verma

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Saturday, August 22, 2020

A Research on Study the Characteristics Behaviour of Concrete using Waste Tires Chips

Concrete is one in all the principal wide utilized development materials in the world. Regular assets rises a developing worry for shielding the environmental factors and a need to save common assets, by different material which territory unit reused or waste materials during this examination, an investigation was applied on the work of reused elastic tires as a fractional substitution for coarse Aggregates in Concrete development utilizing provincially reachable waste tires. In the principal a piece of this proposal, the foundation of the investigation The examination was applied by leading tests on the Waste materials to see their properties and reasonableness for the analysis. Concrete Was prepared comprising of 3 Concrete evaluations M20 and M25. The examples were made with extent substitutions of the coarse blend by ten, twenty five and fifty endeavor elastic blend. Besides, an orientation join with no substitution of the coarse blend was made to make a similar examination. The arrangements of tests led are droop, unit weight, compressive quality, lastingness, sway obstruction and flexural quality tests. the data collection was predominantly upheld the tests led on the prepared examples inside the research center. The check results were contrasted and the few run of the mill Concrete properties and show that theres a rebate in compressive quality of the Concrete as a result of the consideration of elastic Aggregates. yet this could constrain its utilization in some auxiliary applications, it has hardly any alluring attributes like lower thickness, higher effect opposition, expanded versatility, and a little increment in flexural quality inside the lower compressive quality. 

by Ankit Chahal | Amit Kumar "A Research on Study the Characteristics Behaviour of Concrete using Waste Tires Chips" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd33151.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33151/a-research-on-study-the-characteristics-behaviour-of-concrete-using-waste-tires-chips/ankit-chahal

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A Research on Study the Characteristics Behaviour of Concrete using Waste Tires Chips

 Concrete is one in all the principal wide utilized development materials in the world. Regular assets rises a developing worry for shielding the environmental factors and a need to save common assets, by different material which territory unit reused or waste materials during this examination, an investigation was applied on the work of reused elastic tires as a fractional substitution for coarse Aggregates in Concrete development utilizing provincially reachable waste tires. In the principal a piece of this proposal, the foundation of the investigation The examination was applied by leading tests on the Waste materials to see their properties and reasonableness for the analysis. Concrete Was prepared comprising of 3 Concrete evaluations M20 and M25. The examples were made with extent substitutions of the coarse blend by ten, twenty five and fifty endeavor elastic blend. Besides, an orientation join with no substitution of the coarse blend was made to make a similar examination. The arrangements of tests led are droop, unit weight, compressive quality, lastingness, sway obstruction and flexural quality tests. the data collection was predominantly upheld the tests led on the prepared examples inside the research center. The check results were contrasted and the few run of the mill Concrete properties and show that theres a rebate in compressive quality of the Concrete as a result of the consideration of elastic Aggregates. yet this could constrain its utilization in some auxiliary applications, it has hardly any alluring attributes like lower thickness, higher effect opposition, expanded versatility, and a little increment in flexural quality inside the lower compressive quality. 

by Ankit Chahal | Amit Kumar "A Research on Study the Characteristics Behaviour of Concrete using Waste Tires Chips" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd33151.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33151/a-research-on-study-the-characteristics-behaviour-of-concrete-using-waste-tires-chips/ankit-chahal

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Qualitative Study to Check Feasibility of Knife Gate Valves for High Working and Testing Pressures

 In the current industrial scenario, emphasis is being laid on cost cutting and induction of versatility in the offerings of a particular company. Satisfaction of the customer is indeed of paramount importance but while doing so, it is necessary to provide technically feasible solutions so that the right product is chosen for the right application. This paper shall study and check the feasibility of offering Knife Gate Valves for high working and testing pressures. Being a member of the family of Block valves used for enabling and disabling the flow, Knife Gate Valves serve the best in demanding applications that include handling of thick and abrasive media which needs to be cut through during operation. However, there are certain applications which include working pressures in the range of 10 bar. In such case, it is necessary to check the feasibility of employing a Knife Gate Valve based on the design and overall valve structure. In order to do the same, this paper shall consider various aspects like applications, purpose of use, suitability of flow media, working parameters and design for various profiles. A conclusion shall be drawn dictating the technical feasibility of employing Knife Gate Valves for high working and testing pressure requirements. 

by Gourav Vivek Kulkarni "Qualitative Study to Check Feasibility of Knife Gate Valves for High Working and Testing Pressures" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd33104.pdf 

Paper Url :https://www.ijtsrd.com/engineering/mechanical-engineering/33104/qualitative-study-to-check-feasibility-of-knife-gate-valves-for-high-working-and-testing-pressures/gourav-vivek-kulkarni

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Friday, August 21, 2020

Waste Plastic’s Effect on the Deterioration of Bituminous Mixes in Cold Climates

The modifications in bitumen can be carried by addition of various types of additives. Polymers can be categorized as one of the types of additive. By the addition of Polymers to the bitumen, the temperature susceptibility and also the stiffness get increased. Due to this increase in stiffness, the resistance of the mix to rutting in hot climates is generally improved and thus we can use comparatively softer base bitumen, which results in improved performances at low temperatures. It was observed that after comparing the results of the mixes prepared by the addition of both Anti stripping material with Varying percentages and WPB, and the mixes containing only WPB, the latter provided better results in terms of Retained Marshall stability and Marshall Quotient. It was noticed that control mix after being subjected to repeated Freeze Thaw cycles can lose more than 50 of its original strength hence modification to the mix should be done by addition of 6 WPB which highly enhances the strength of the mix. The mixes with 6 WPB even after 7 Freeze exhibit stability values similar to that of control mix under ideal conditions. 

by Sandeep Singh | Nitin Thakur "Waste Plastic’s Effect on the Deterioration of Bituminous Mixes in Cold Climates" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd33123.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33123/waste-plastic’s-effect-on-the-deterioration-of-bituminous-mixes-in-cold-climates/sandeep-singh

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Wednesday, August 19, 2020

Relative Study on Warm and Hot Bituminous Mixes

 In this work, comparison made between the Warm mix and bituminous mix technology. Warm Mix Asphalt WMA technology is one of the solutions which combine energy savings and environmental benefits. It is a modification of the conventional method of construction of flexible pavements which is surfaced with Hot Mix Asphalt HMA , which involves high mixing temperatures up to 140oC. A bituminous mix essentially consists of coarse aggregates, fine aggregates, filler and bitumen which bind together all the constituents at high temperature. The optimum dosage of Bitubuild WM was found out to be 2 by weight of bitumen and the optimum binder content for the mix was 5.66 for BC samples and 4.68 in DBM samples. No change in optimum binder content was found by addition of warm mix additive. There was a slight increase in densities of mix with addition of warm mix additive. In BC sample, there was an increase from 2.344 g cc to 2.370 g cc and in DBM sample, there was increase from 2.369 g cc to 2.378 g cc. There was a slight increase in Marshall Stability value with addition of warm mix additive. In BC sample, there was an increase from 21.15 kN to 25.53 kN and in DBM sample, there was increase from 20.17 kN to 22.14 kN. 

by Ashish Chauhan | Nitin Thakur "Relative Study on Warm and Hot Bituminous Mixes" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd33122.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/33122/relative-study-on-warm-and-hot-bituminous-mixes/ashish-chauhan

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Modeling and Simulation for a 3.5 Kw Grid Connected Photo Voltaic Power System

This paper presents the design of small scale three phase grid connected system for rural location. The proposed hybrid system includes a 3.5 kW PV panel with a DC DC boost converter with controller for Maximum Power Point Tracking MPPT , DC AC inverter with decoupled power controller supplying the load and connected to the grid. The MPPT controller is used to harvest maximum power from the solar panel and decoupled power controller is used for tracking the real and reactive powers and also improves the system stability. MATLAB simulation of the proposed model is carried out to show the effectiveness of grid connected photovoltaic systems. 

by Sheikh Shaheen | Mohd Ilyas "Modeling and Simulation for a 3.5 Kw Grid-Connected Photo-Voltaic Power System" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd33049.pdf 

Paper Url :https://www.ijtsrd.com/engineering/electrical-engineering/33049/modeling-and-simulation-for-a-35-kw-gridconnected-photovoltaic-power-system/sheikh-shaheen

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