Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Inter-Storey Drift for Base Isolated R.C. Frame Buildings
https://orcid.org/http://orcid.org/0000-0003-4063-3016
This article presents the development of a relationship between the design and the achieved inter-story drift ratio for base isolated R.C. frame buildings with lead rubber bearings. The developed relation is based on the storey drift responses from inelastic time history analysis of the base isolated R.C. frame buildings. Buildings of four, six and nine storey heights and three different layouts are considered. The Direct Displacement Based Design approach is used to design the buildings. The design inter-storey drift ratio ranges from 0.1 to 2.5%. Five EC-8 spectrum-compatible ground motions of 0.48 times acceleration due to gravity, and medium type soil are considered for the inelastic time history analyses. The proposed relation is validated with new buildings of different plans and heights. The validations results are in tune with the target inter storey drift with accuracy ranging from 96 to 98%.
Inter-Storey Drift for Base Isolated R.C. Frame Buildings
https://orcid.org/http://orcid.org/0000-0003-4063-3016
This article presents the development of a relationship between the design and the achieved inter-story drift ratio for base isolated R.C. frame buildings with lead rubber bearings. The developed relation is based on the storey drift responses from inelastic time history analysis of the base isolated R.C. frame buildings. Buildings of four, six and nine storey heights and three different layouts are considered. The Direct Displacement Based Design approach is used to design the buildings. The design inter-storey drift ratio ranges from 0.1 to 2.5%. Five EC-8 spectrum-compatible ground motions of 0.48 times acceleration due to gravity, and medium type soil are considered for the inelastic time history analyses. The proposed relation is validated with new buildings of different plans and heights. The validations results are in tune with the target inter storey drift with accuracy ranging from 96 to 98%.
Inter-Storey Drift for Base Isolated R.C. Frame Buildings
https://orcid.org/http://orcid.org/0000-0003-4063-3016
This article presents the development of a relationship between the design and the achieved inter-story drift ratio for base isolated R.C. frame buildings with lead rubber bearings. The developed relation is based on the storey drift responses from inelastic time history analysis of the base isolated R.C. frame buildings. Buildings of four, six and nine storey heights and three different layouts are considered. The Direct Displacement Based Design approach is used to design the buildings. The design inter-storey drift ratio ranges from 0.1 to 2.5%. Five EC-8 spectrum-compatible ground motions of 0.48 times acceleration due to gravity, and medium type soil are considered for the inelastic time history analyses. The proposed relation is validated with new buildings of different plans and heights. The validations results are in tune with the target inter storey drift with accuracy ranging from 96 to 98%.
Inter-Storey Drift for Base Isolated R.C. Frame Buildings
J. Inst. Eng. India Ser. A
Manisana, Rajkumar (Autor:in) / Mayengbam, Sunil Singh (Autor:in)
Journal of The Institution of Engineers (India): Series A ; 105 ; 687-702
01.09.2024
16 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Inter-Storey Drift for Base Isolated R.C. Frame Buildings
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