Comparative analysis of a High Rise Building Frame Considering Two Different Seismic Regions using ETABS

Authors(3) :-Rajan Nayak, Divya Kotecha, Lokesh Singh

Structural developments are increasing rapidly now-a-days throughout the world. Natural calamities like earthquake are happening frequently around the world, hence, the structure has to be designed for the same. The critical seismic analysis of reinforced concrete building, specifically involves the understanding behavior of structure under lateral loads unlike the usual gravity loads such as dead loads and the live loads. Multistorey building would be the greater part influenced by quake constrains to seismic prone areas. The major concern in the design of the multi-storey building is the structure to have enough lateral stability to resist lateral forces, buckling, to control lateral drift and displacement of the building. In order to design an earthquake resistant structure, G+12 story is analyzed for two different seismic zones, one location at Bhuj Gujarat and other location at Jabalpur, Madhya Pradesh and soil types as per IS 1893:2016. Further the behavior of the structure was investigated for the parameters such as Natural period, Displacement, Base shear, Story Stiffness and Story Drift.

Authors and Affiliations

Rajan Nayak
Department of Civil Engineering, R.S.R. Rungta Bhillai, Chhattisgarh, India
Divya Kotecha
Department of Civil Engineering, R.S.R. Rungta Bhillai, Chhattisgarh, India
Lokesh Singh
Department of Civil Engineering, R.S.R. Rungta Bhillai, Chhattisgarh, India

Base shear, storey displacement, special moment resisting frame, static analysis and Etabs.

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Publication Details

Published in : Volume 6 | Issue 5 | September-October 2022
Date of Publication : 2022-09-22
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 120-131
Manuscript Number : IJSRCE226515
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Rajan Nayak, Divya Kotecha, Lokesh Singh, "Comparative analysis of a High Rise Building Frame Considering Two Different Seismic Regions using ETABS", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 6, Issue 5, pp.120-131, September-October.2022
URL : https://ijsrce.com/IJSRCE226515

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An Experimental Study on Single Glass Arrangements for Noise Reduction

Authors(2) :-Abishek Uma Shankar, Prof. Aravind Sagar B.

In the new world, nations developing rapidly for economic stability due to which higher growth is seen in urbanization, because of which noise pollution is increasing day by day causing one of a kind of stress to humans who are exposed to those areas. If these stresses are unattended or minimized the human mental health will get deteriorated due to which the productivity of humans in a given environment will affect. Noise control and its principle play a keen role in creating an acoustically pleasing environment. This is achieved by bringing down the sound pressure level which is not harmful to humans. In the experimental study the reduction of SPLs is seen in the presence of noise controlling/noise absorbing barrier Glass. Test on single glass arrangements which are axial arrangement and inclined arrangement were carries out. An average good reduction range of 25% to 35% is seen in the study. The testing points were 150 Hz and 5000 Hz.

Single glass arrangements, Frequency, Decibels, Sound, Noise, Sound Absorption, Noise reduction, Acoustics, Insulations

Publication Details

Published in : Volume 6 | Issue 5 | September-October 2022
Date of Publication : 2022-10-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) :
Manuscript Number : IJSRCE226515
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Abishek Uma Shankar, Prof. Aravind Sagar B., "An Experimental Study on Single Glass Arrangements for Noise Reduction ", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 6, Issue 5, pp., September-October.2022
URL : https://ijsrce.com/IJSRCE226515

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