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Soil-Structure Interaction for Base-Isolated Steuctures

عنوان مقاله: Soil-Structure Interaction for Base-Isolated Steuctures
شناسه ملی مقاله: ICEBAM_21
منتشر شده در کنفرانس بین المللی زلزله (یادواره فاجعه بم) در سال 1383
مشخصات نویسندگان مقاله:

M.H.Bagherpour - Assist.prof, Civil Eng.Dept., SBUK,Kerman,۷۶۱۷۵,Iran
S.M.Marandi - Assist.prof, Civil Eng.Dept., SBUK,Kerman,۷۶۱۷۵,Iran
V.Rostami - Graduate student, Civil Eng.Dept., SBUK Kerman, ۷۶۱۷۵,Iran

خلاصه مقاله:
Base isolation is a means of reducing the transmission of vibration into buildings and was first used in the 1960s. Since then many buildings have been mounted on springs of various types in order to reduce the effects of ground-borne vibration. In most applications , the building rests on steel springs or iaminated rubber bearings. Analysis of this structure with its foundations and ground underneath, is the most important problem in civil engineering problems. In this paper the soil-structure interaction is investigated.

کلمات کلیدی:
Soil-Structure Interaction , Base-Isolated , Earthquake , Footing

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/3893/