mirage

Finite element analysis of precast hybrid-steel concrete connections under cyclic loading.

DSpace/Manakin Repository

 

Search DR-NTU


Advanced Search Subject Search

Browse

My Account

Finite element analysis of precast hybrid-steel concrete connections under cyclic loading.

Show simple item record

dc.contributor.author Kulkarni, Sudhakar A.
dc.contributor.author Li, Bing.
dc.contributor.author Yip, Woon Kwong.
dc.date.accessioned 2012-08-13T07:42:33Z
dc.date.available 2012-08-13T07:42:33Z
dc.date.copyright 2007
dc.date.issued 2012-08-13
dc.identifier.citation Kulkarni, S. A., Li, B., & Yip, W. K. (2008). Finite element analysis of precast hybrid-steel concrete connections under cyclic loading. Journal of Constructional Steel Research, 64(2), 190–201.
dc.identifier.uri http://hdl.handle.net/10220/8376
dc.description.abstract In this paper, a nonlinear finite element (FE) analysis of hybrid-steel concrete connections is presented. The detailed experimental results of the four full-scale hybrid-steel concrete connections with limited seismic detailing have been discussed in a different paper. However, due to the inherent complexity of beam–column joints and the unique features of the tested specimens, the experimental study was not comprehensive enough. Therefore, in this paper, an analytical investigation based on the FE models and using the DIANA software is presented. The FE models were validated using the experimental results of the hybrid-steel concrete connections tested in Nanyang Technological University, Singapore. The critical parameters influencing the joint’s behaviour, such as the axial load on column, the connection plate thickness, and the continuation of beam bottom reinforcement, are varied, and their effects, especially implications on code specifications, are studied.
dc.language.iso en
dc.relation.ispartofseries Journal of constructional steel research
dc.rights © 2007 Elsevier Ltd. This is the author created version of a work that has been peer reviewed and accepted for publication Journal of constructional steel research. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: http://dx.doi.org/10.1016/j.jcsr.2007.05.002.
dc.subject DRNTU::Engineering.
dc.title Finite element analysis of precast hybrid-steel concrete connections under cyclic loading.
dc.type Journal Article
dc.contributor.school School of Civil and Environmental Engineering
dc.identifier.doi http://dx.doi.org/10.1016/j.jcsr.2007.05.002
dc.description.version Accepted version

Files in this item

Files Size Format View
176 Finite elem ... cyclic loading-ongoing.pdf 1.329Mb PDF View/Open

This item appears in the following Collection(s)

Show simple item record

Statistics

Total views

All Items Views
Finite element analysis of precast hybrid-steel concrete connections under cyclic loading. 328

Total downloads

All Bitstreams Views
176 Finite element analysis of precast hybrid-steel concrete connections under cyclic loading-ongoing.pdf 245
JCSR LiB -1 Finite element analysis of precast hybrid-steel concrete connections.pdf 12

Top country downloads

Country Code Views
United States of America 85
China 46
Singapore 20
Indonesia 18
India 14

Top city downloads

city Views
Mountain View 39
Singapore 17
Malang 16
Simi Valley 11
Bangalore 7