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

Cover Page

Authors: Borodin LA¹
Affiliations:
Issue: No 2 (2010)
Pages: 72-80
Section: Articles
URL: https://journals.rudn.ru/structural-mechanics/article/view/10896

Cite item

Full Text

Abstract
About the authors
References
Statistics

Abstract

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

Keywords

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

About the authors

L A Borodin

References

Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings

This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies

TOP