The problem of equilibrical forms of an arch damper loaded by a vertical concentrated weight is considered. Non-linear theory of thin shells is used. Both symmetrical and non-symmetrical stress distributions are analysed when the sagging is fixed above a critical value. Various non-symmetrical equilibrical forms of the damper are proposed.

Язык оригиналарусский
Страницы (с-по)49-53
Число страниц5
ЖурналVestnik Sankt-Peterburgskogo Universiteta. Ser 1. Matematika Mekhanika Astronomiya
Номер выпуска4
СостояниеОпубликовано - 1 окт 1993

    Предметные области Scopus

  • Математика (все)
  • Физика и астрономия (все)

ID: 35972940