Author: Takhirov S.M. Popov E.P.
Publisher: Elsevier
ISSN: 0141-0296
Source: Engineering Structures, Vol.24, Iss.12, 2002-12, pp. : 1535-1545
Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.
Abstract
Related content
Bolted large seismic steel beam-to-column connections Part 1: experimental study
Engineering Structures, Vol. 24, Iss. 12, 2002-12 ,pp. :
Modelling M- curves for standard beam-to-column connections
By Chisala M.L.
Engineering Structures, Vol. 21, Iss. 12, 1999-12 ,pp. :
Non-linear cyclic model of top and seat with web angle for steel beam-to-column conections
By Calado L.
Engineering Structures, Vol. 25, Iss. 9, 2003-07 ,pp. :
Behaviour of welded connections of moment resisting frames beam-to-column joints
Engineering Structures, Vol. 24, Iss. 11, 2002-11 ,pp. :