Performance of multi-storey structures with high damping rubber bearing base isolation systems
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Tarih
2011
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Techno Press
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
Base isolation, having quite simple contents, aims to protect the buildings from earthquakeinduced damages by installing structural components having low horizontal stiffness between substructure and superstructure. In this study, an appropriate base isolation system for 2-D reinforced concrete frame is investigated. For different structural heights, the structural systems of 2, 3 and 4 bays are modeled by applying base isolation systems and results are compared with conventional structural systems. 1999 Marmara earthquake data is used for applying the model by time history method in SAP2000 package. Results of various parameters such as base shear force, structure drift ratio, structure period and superstructure acceleration are discussed for all models.
Açıklama
Anahtar Kelimeler
1999 Marmara Earthquake, Base Isolation, High Damping Rubber Bearing, Time History Method
Kaynak
Structural Engineering and Mechanics
WoS Q Değeri
N/A
Scopus Q Değeri
Q2
Cilt
39
Sayı
3
