Show simple item record

contributor authorElena Mele
contributor authorLuis Calado
contributor authorAntonello De Luca
date accessioned2017-05-08T20:58:30Z
date available2017-05-08T20:58:30Z
date copyrightOctober 2003
date issued2003
identifier other%28asce%290733-9445%282003%29129%3A10%281301%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33934
description abstractIn this paper the results of a test program devoted to the assessment of the cyclic behavior of beam-to-column welded connections are presented. The specimens are representative of the common European practice, which differs from both U.S. and Japan practice, due to the size of the connected members and to the welding technique and details. Three specimen groups, characterized by different values of the relative column-beam-panel zone strengths, are designed and tested under different loading histories. In particular six tests (five cyclic and one monotonic) have been carried out on each group of specimens, encompassing a total of 18 tests. The tests have evidenced the effect of column-to-beam strength ratio and of panel zone design on the cyclic behavior and failure modes of the connections. Furthermore the dependence of the absorbed energy and cumulative plastic rotation of the joint upon the applied loading history is shown. Finally design implications are suggested on the basis of the test results.
publisherAmerican Society of Civil Engineers
titleExperimental Investigation on European Welded Connections
typeJournal Paper
journal volume129
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2003)129:10(1301)
treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record