Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture

Author： Azuma K.   Kurobane Y.   Makino Y.  

Publisher： Elsevier

ISSN： 0141-0296

Source： Engineering Structures, Vol.22, Iss.12, 2000-12, pp. : 1596-1608

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Modelling M- curves for standard beam-to-column connections

By Chisala M.L.  

Engineering Structures, Vol. 21, Iss. 12, 1999-12 ,pp. : 1066-1075

Elsevier

Access to resources Recommend Favorite

Behaviour of welded connections of moment resisting frames beam-to-column joints

By Dubina D.   Stratan A.  

Engineering Structures, Vol. 24, Iss. 11, 2002-11 ,pp. : 1431-1440

Elsevier

Access to resources Recommend Favorite

Cyclic behaviour of concrete filled steel tubular column to steel beam connections

By Beutel J.   Thambiratnam D.   Perera N.  

Engineering Structures, Vol. 24, Iss. 1, 2002-01 ,pp. : 29-38

Elsevier

Access to resources Recommend Favorite

Bolted large seismic steel beam-to-column connections Part 2: numerical nonlinear analysis

By Takhirov S.M.   Popov E.P.  

Engineering Structures, Vol. 24, Iss. 12, 2002-12 ,pp. : 1535-1545

Elsevier

Access to resources Recommend Favorite

Bolted large seismic steel beam-to-column connections Part 1: experimental study

By Popov E.P.   Takhirov S.M.  

Engineering Structures, Vol. 24, Iss. 12, 2002-12 ,pp. : 1523-1534

Elsevier

Access to resources Recommend Favorite