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Analysis of a High-Rise Structure Considering Shear Walls of different Materials with different Positioning : A Review
Authors(2) :-Nagma Khan, Rakesh Patel
Shear walls are the structural systems which counteracts the effect of lateral loads such as wind and earthquake loads acting on a structure. They are usually provided as an encasement for the elevator cores, stairwells etc., thereby resisting the horizontal and vertical forces effectively. In the present study, analysis of RCC building has been carried out by changing the locations of shear walls in the building. Also, the effect of variations in seismic zones as per IS codes has been presented. The seismic analysis performed is linear dynamic response spectrum analysis using the well known analysis and design software ETABS16.2.0. Seismic performance of the building has been investigated based on parameters such as storey drift, base shear and storey displacements.
Nagma Khan
P.G. Scholar, Department of Civil Engineering, S.I.R.T.S, Bhopal India
Rakesh Patel
Professor, Department of Civil Engineering, S.I.R.T.S, Bhopal India
ETABS, Asymmetric building, Shear walls, Response spectrum, seismic zones.
- Priyanka Soni, Purushottam Lal Tamrakar and Vikky Kumhar, [Structural Analysis of Multistory Building of Differentshear Walls Location and Heights], International Journal of Engineering Trends and Technology (IJETT) – Volume 32 Number 1- February 2016.
- Karnati Vijetha and Dr. B. Panduranga Rao, [Comparative Study of Shear Walls and Bracings for A Multistoried Structure Under Seismic Loading], International Journal of Engineering Research & Technology (IJERT), Vol. 8 Issue 07, July-2019, ISSN: 2278-0181.
- Ambreshwar, Mahesh D, Nithinchary, Satish Baag and Sachin, [Study of Shear Walls in Different Locations of Multistoried Building with Uniform Thickness in Seismic Zone III], May 2018 | IJIRT | Volume 4 Issue 12 | ISSN: 2349-6002.
- Sylviya B and P. Eswaramoorthi, [Analysis of RCC Building with Shear Walls at Various Locations and In Different Seismic Zones], International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 2278-3075, Volume-8 Issue-2S December, 2018.
- Mohammed Imran and Dr.Uttam Kalwane, [Comparative Study on Behaviour of High Rise R.C.C Structure with Shear Wall and High Rise R.C.C. Composite Structure with Consideration of Non-Linear P-Delta Analysis], International Journal of Science and Research (IJSR), Volume 7 Issue 2, February 2018.
- Ashish Kumar Gupta, Dr. Saleem Akhtar and Dr. Aslam Hussain, [Analysis of A Tall Building with Shear Wall of RCC and Steel Plate], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 9 Issue 01, January-2020.
- Rama Krishna Kolli and Lingeshwaran Nagarathinam, [Experiemental Investigation and Analysis on Shear Walls], International Journal of Recent Technology and Engineering (IJRTE), ISSN: 2277-3878, Volume-7, Issue-6C2, April 2019.
- Pallavi G. A and Nagaraja C, [COMPARATIVE STUDY OF SEISMIC ANALYSIS OF MULTISTORIED BUILDING WITH SHEAR WALL AND BRACINGS], International Journal of Research in Engineering and Technology, Volume: 06 Issue: 08 | Aug-2017.
- Nitish A. Mohite, Mr. P.K.Joshi and Dr. W. N. Deulkar, [Comparative Analysis of RCC and Steel-Concrete-Composite (B+G+ 11 Storey) Building], International Journal of Scientific and Research Publications, Volume 5, Issue 10, October 2015, ISSN 2250-3153.
- Nehal A. Bhavsar, Noopur A. Shah and Satyen D. Ramani, [Study on Effectiveness of Shear Wall on Different Building Aspect Ratio], Journal of Emerging Technologies and Innovative Research (JETIR), May 2016, Volume 3, Issue 5, ISSN-2349-5162.
- Krunal P Suthar and Arjun M Butala, [Comparative Study on Seismic Analysis of (G+10) R.C.C, Steel and Steel-Concrete Composite Building], International Research Journal of Engineering and Technology (IRJET), Volume: 07 Issue: 05 | May 2020.
- P. A. Nikam and Gayake Prasad, [Comparative study of shear wall by using displacement and drift parameters], International Journal of Advance Engineering and Research Development, Volume 5, Special Issue 04, Feb.-2018.
- Dr. Hadihosseini, Mahdi hosseini and Ahmad hosseini, [Study the Effective of Shear Wall on Behavior of Beam in Frame Structure], American Journal of Engineering Research (AJER), Volume-03, Issue-10, pp-188-202, 2014.
- Wadmare Aniket, Konapure Nijagunappa, Lodha Pranav, Sarda Kanhaiyya, Patil Krishnakant and B.M. Malagimani, [Analysis of RC Structure With and Without Shear Wall and Optimum Location of Shear Wall], International Research Journal of Engineering and Technology (IRJET), Volume: 05 Issue: 06 | June-2018.
- Tushar Loya, Ravindra Bansode and Dr. M.R. Shiyekar, [Comparative Study on Analysis and Design of Steel Building and Conventional RC Building], IJESC, June 2020.
- Axay Thapa and Sajal Sarkar, [COMPARATIVE STUDY OF MULTI-STORIED RCC BUILDING WITH AND WITHOUT SHEAR WALL], International Journal of Civil Engineering (IJCE), ISSN(P): 2278-9987; ISSN(E): 2278-9995, Vol. 6, Issue 2, Feb - Mar 2017; 11-20.
- A.P.Nagendra Babu and Sk.Jain Shahab, [Comparative Study of Shear Wall in Multi-Stored R.C Building], International Journal and Magazine of Engineering, Technology, management and research, ISSN no: 2348-4845, Volume no. 4, Issue no 5, 2017.
Publication Details
Published in : Volume 6 | Issue 3 | May-June 2022
Date of Publication : 2022-06-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 36-44
Manuscript Number : IJSRCE22634
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE22634
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Effect of Water Immersion on The AC-WC Mixture Utilizing Elastomeric Modified Asphalt to Compressive Strength, Elastic Modulus and Durability
Authors(1) :-Edi Yusuf Adiman
Indonesia has relatively high rainfall with a long duration of rain. It can result in a flood on the surface of the road. A flood can reduce the strength of materials from the asphalt mixture and cut the life of the road plan. Therefore, it is necessary to conduct a study that can measure the durability level of the asphalt material mixture on the surface layer of the road to the flood water bath. The study used an Asphalt Concrete-Wearing Course (AC-WC) mixture with Elastomeric Modified Asphalt (EMA), and an Upper Limit (UL), Middle Range (MR), and Lower Limit (LL) gradation based on specification. The Optimum Bitumen Content (OBC) value was obtained from each gradation by applying the Marshall test. The value of the OBC was used to create specimens that had a diameter of 3 inches and a height of 6 inches, and they were using an Unconfined Compression Strength (UCS) test. This study measures the durability of compressive strength and elastic modulus from a mixture with flood water immersion for 1, 2, 4, and 7 days. To calculate the durability using Retained Strength Index (RSI), First Durability Index (r), and Second Durability Index (a). The results showed that there was a decrease in the compressive strength of the mixture on gradations of UL, MR, and LL on days 1, 2, 4, and 7. It meant that the longer the immersion time more reduced the compressive strength of the mixture. The UL graded mixture had the best durability when it was compared to the MR and LL gradations up to the 7th-day immersion, with an RSI of 91.19%, (r) of 7.44%, and (a) of 6.93%. At the same time, in the elastic modulus of the mixture, there was no significant effect on the duration of immersion because it had a fluctuating value of the elastic modulus to the duration of immersion.
Durability, Compressive Strength, Elastic Modulus, AC-WC, Elastomeric Modified Asphalt
Publication Details
Published in : Volume 6 | Issue 3 | May-June 2022
Date of Publication : 2022-06-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) :
Manuscript Number : IJSRCE22634
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE22634
Article Preview