Behaviour of steel and composite beam-column joints subjected to quasi-static and impact loads

Kang Chen, Kang Hai Tan*

*Corresponding author for this work

Research output: Contribution to conferencePaperpeer-review

Abstract

The behaviour of steel and composite beam-column joints was investigated in this paper. A test programme on typical beam-column joints subjected to quasi-static and impact loads was presented. A comparison of different connections was conducted and composite slab effect was investigated. Based on the test results, a component-based modelling approach was proposed and validated. Basic nonlinear springs of beam-column joint models were developed. Mechanical properties of the nonlinear springs were defined based on either current design codes or models proposed by previous researchers. Good agreement with test results was achieved by the component-based models.
Original languageEnglish
DOIs
Publication statusPublished - 2018
Event12th International Conference on Advances in Steel-Concrete Composite Structures - València, Spain
Duration: 27 Jun 2018 → …

Conference

Conference12th International Conference on Advances in Steel-Concrete Composite Structures
Abbreviated titleASCCS 2018
Country/TerritorySpain
CityValència
Period27/06/18 → …

Fingerprint

Dive into the research topics of 'Behaviour of steel and composite beam-column joints subjected to quasi-static and impact loads'. Together they form a unique fingerprint.

Cite this