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DESIGN AND ANALYSIS G+36 STOREY RCC BUILDING USING VISCOELASTIC DAMPER ON ETABS
During a major earthquake a large amount of energy is fed into a structure. The manner in which this energy is consumed determines the level of damage. The primary emphasis is on life safety with an expectation of substantial structural damage. In general reliance for survival is placed on the ductility of the structure to dissipate energy while undergoing large inelastic deformations causing bending, twisting and cracking. Earthquakes have clearly shown that conventional construction is even technologically advanced industrialized countries is not immune to destruction Viscoelastic damper is one such passive control device with several advantages. . Three types of dampers have been taken in present investigation. ETABS software has been used to model G+36 tall building structure and dampers. Analysis of structure without dampers and then with dampers has been done and difference in responses of structure like Storey drifts, Storey acceleration, Storey displacement etc. is presented here.
DESIGN AND ANALYSIS G+36 STOREY RCC BUILDING USING VISCOELASTIC DAMPER ON ETABS
During a major earthquake a large amount of energy is fed into a structure. The manner in which this energy is consumed determines the level of damage. The primary emphasis is on life safety with an expectation of substantial structural damage. In general reliance for survival is placed on the ductility of the structure to dissipate energy while undergoing large inelastic deformations causing bending, twisting and cracking. Earthquakes have clearly shown that conventional construction is even technologically advanced industrialized countries is not immune to destruction Viscoelastic damper is one such passive control device with several advantages. . Three types of dampers have been taken in present investigation. ETABS software has been used to model G+36 tall building structure and dampers. Analysis of structure without dampers and then with dampers has been done and difference in responses of structure like Storey drifts, Storey acceleration, Storey displacement etc. is presented here.
DESIGN AND ANALYSIS G+36 STOREY RCC BUILDING USING VISCOELASTIC DAMPER ON ETABS
Ms. Pradnya Dnyaneshwar Ubale (Autor:in) / Dr. V. A. Patil (Autor:in)
12.11.2021
International Engineering Journal For Research & Development; Vol. 6 No. ICRRTNB (2021): International Conference on “Role of Recent Technology in Nation – Building"; 11 ; 2349-0721
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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