Non-linear response of a layered medium
JOURNAL OF VIBRATION AND CONTROL, cilt.13, ss.1313-1320, 2007 (SCI-Expanded, Scopus)
- Yayın Türü: Makale / Tam Makale
- Cilt numarası: 13
- Basım Tarihi: 2007
- Doi Numarası: 10.1177/1077546307077461
- Dergi Adı: JOURNAL OF VIBRATION AND CONTROL
- Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
- Sayfa Sayıları: ss.1313-1320
- Orta Doğu Teknik Üniversitesi Adresli: Evet
Özet
The response of a soil medium with a stiff and elastic layer on the top can be captured in a model introduced by Iwan using a calculation procedure introduced by Joyner and Chen. The problem analyzed here is basically the response of horizontal soil layers bounded below by a semi-infinite elastic medium and above by an elastic layer. The medium is shaken by a ground motion assumed to originate at the top of the semi-infinite elastic medium. The aim of the study is to investigate the nonlinear soil-structure interaction problem by considering true nonlinear behavior of the soil under seismic excitations.