calculation of limit state OF seismic irreversible metal frame buildings OF cantilever type with vertical ridge elements

Authors: <a target="_blank" href="https://journals.rudn.ru/structural-mechanics/search/authors/view?firstName=L&amp;middleName=A&amp;lastName=Borodin">Borodin LA 1
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Issue: No 2 (2010)
Pages: 72-80
Section: <a href="https://journals.rudn.ru/structural-mechanics/browseSearch/sections/view?sectionId=24">Articles
URL: https://journals.rudn.ru/structural-mechanics/article/view/10896
ID: 10896

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A method for assessing seismic irreversible skeletal systems is presented to limit state using the energy principle.

seismicity, metal frame buildings of cantilever type, experimental investigations, ultimate state

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