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A platform for research: civil engineering, architecture and urbanism
Optimising Structures for Earthquake Impact in Seismic Prone Zone
The inelastic response of structural components and systems is typically used in seismically active locations to dissipate the energy that an earthquake imparts to a structure. Response spectra are frequently used to assess how seismic waves affect structures built with civil engineering. As the effect of seismic waves cannot be controlled completely, some strategies can be adopted to prevent the structural failure and collapse. The installation of seismic dampers in place of structural parts is suggested as a method for reducing seismic damage to buildings and enhancing their seismic performance. These dampers function similarly to the hydraulic shock absorbers found in automobiles and the suspension in motorbikes, where the hydraulic fluids can absorb the majority of unexpected and sudden jerks. To adopt environment-friendly approach for controlling the effects of seismic waves, special dampers are designed on the software E-Tabs v18.0.2 as per the parameters of Taylor Devices Inc. and these dampers are applied at optimum location in particular zone which resists the seismic energy and control the effects of seismic waves. As a result, the dampers lessen the energy that may be used to shake the building. As a result, the building deforms less and the likelihood of damage is decreased. This research aims at a high-rise residential building which is seismically designed as per IS 1893:2016 Part-1 for a particular seismic prone zone on E-Tabs v18.0.2 Ultimate as per latest and modified IS codal provisions. The storey displacement was found very high in the seismic prone zone without damper consideration. After designing of special dampers and placing them into the building, structure improved and reduced the extent of maximum storey displacement to a minimised value and made the structure comparatively safe.
Optimising Structures for Earthquake Impact in Seismic Prone Zone
The inelastic response of structural components and systems is typically used in seismically active locations to dissipate the energy that an earthquake imparts to a structure. Response spectra are frequently used to assess how seismic waves affect structures built with civil engineering. As the effect of seismic waves cannot be controlled completely, some strategies can be adopted to prevent the structural failure and collapse. The installation of seismic dampers in place of structural parts is suggested as a method for reducing seismic damage to buildings and enhancing their seismic performance. These dampers function similarly to the hydraulic shock absorbers found in automobiles and the suspension in motorbikes, where the hydraulic fluids can absorb the majority of unexpected and sudden jerks. To adopt environment-friendly approach for controlling the effects of seismic waves, special dampers are designed on the software E-Tabs v18.0.2 as per the parameters of Taylor Devices Inc. and these dampers are applied at optimum location in particular zone which resists the seismic energy and control the effects of seismic waves. As a result, the dampers lessen the energy that may be used to shake the building. As a result, the building deforms less and the likelihood of damage is decreased. This research aims at a high-rise residential building which is seismically designed as per IS 1893:2016 Part-1 for a particular seismic prone zone on E-Tabs v18.0.2 Ultimate as per latest and modified IS codal provisions. The storey displacement was found very high in the seismic prone zone without damper consideration. After designing of special dampers and placing them into the building, structure improved and reduced the extent of maximum storey displacement to a minimised value and made the structure comparatively safe.
Optimising Structures for Earthquake Impact in Seismic Prone Zone
Lecture Notes in Civil Engineering
Shukla, Sanjay Kumar (editor) / Raman, Sudharshan N. (editor) / Bhattacharjee, B. (editor) / Singh, Priyanka (editor) / Singh, Daljeet Pal (author) / Srivastava, Divya (author)
International Conference on Trends and Recent Advances in Civil Engineering ; 2022 ; Noida, India
2023-06-22
15 pages
Article/Chapter (Book)
Electronic Resource
English
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