Тип публикации: статья из журнала

Год издания: 2012

Идентификатор DOI: 10.1007/s11204-012-9190-8

Аннотация: During earthquakes, a foundation will transfer the dynamic load from the agitated bed to the superstructure. Realization of such a foundation function is not, however, reflected in active regulatory documents, and has yet to be subjected to scientific investigations. Development of earthquake-resistant foundations is required. EffeПоказать полностьюctiveness of spatial foundation platforms on a sliding layer is indicated.

Журнал: SOIL MECHANICS AND FOUNDATION ENGINEERING

Выпуск журнала: Vol. 49, Is. 5

Номера страниц: 200-201

ISSN журнала: 00380741

Место издания: NEW YORK

Издатель: SPRINGER

• Abovskii N.P. (Siberian Fed Univ, Civil Engn Inst, Krasnoyarsk, Russia)
• Inzhutov I.S. (Siberian Fed Univ, Civil Engn Inst, Krasnoyarsk, Russia)
• Khoroshavin E.A. (Siberian Fed Univ, Civil Engn Inst, Krasnoyarsk, Russia)
• Deordiev S.V. (Siberian Fed Univ, Civil Engn Inst, Krasnoyarsk, Russia)
• Palagushkin V.I. (Siberian Fed Univ, Civil Engn Inst, Krasnoyarsk, Russia)

• Web of Science Core Collection
• Scopus
• РИНЦ (eLIBRARY.RU)