Repository logo
 

Reliability Assessment of Concrete-Filled RHS Beam-Column Design Provisions (Preprint)

Simple item page
dc.contributor.authorRahbarimanesh, F
dc.contributor.authorTousignant, K
dc.date.accessioned2024-02-28T20:15:02Z
dc.date.available2024-02-28T20:15:02Z
dc.date.issued2023-08-01
dc.description.abstractRevisions were recently proposed to the way in which concrete-filled hollow structural section members are handled in CSA S16. These revisions were based on previous research, comparisons to experiments, and an approximate first-order reliability method analysis of the new and existing provisions. Herein, this topic is further expanded by using Monte Carlo simulations (MCS) to evaluate the reliability of design rules for concrete-filled rectangular hollow section (RHS) beam-columns. A representative set of ten concrete-filled RHS members is analysed with variations in wall slenderness, effective length, and loading eccentricity. Using MCS, reliability indices (β+) are determined over a range of live-to-dead load ratios. The β+ values are compared to the code-specified target of β+  = 3.0 in Annex B of CSA S16.en_US
dc.identifier.citationPublished Version: Rahbarimanesh, F., Tousignant, K. (2023). Reliability Assessment of Concrete-Filled RHS Beam-Column Design Provisions. In: Gupta, R., et al. Proceedings of the Canadian Society of Civil Engineering Annual Conference 2022. CSCE 2022. Lecture Notes in Civil Engineering, vol 348. Springer, Cham. https://doi.org/10.1007/978-3-031-34159-5_3en_US
dc.identifier.urihttp://hdl.handle.net/10222/83473
dc.publisherSpringeren_US
dc.relation.ispartofCanadian Society of Civil Engineering Annual Conferenceen_US
dc.titleReliability Assessment of Concrete-Filled RHS Beam-Column Design Provisions (Preprint)en_US
dc.typeTexten_US

Files

Original bundle

Now showing 1 - 1 of 1
Thumbnail Image
Name:
RahbarimaneshTousignant_CSCE 2022_Paper_April19_FINAL_SUBMITTED.pdf
Size:
424.84 KB
Format:
Adobe Portable Document Format
Description:
Download

License bundle

Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description:
Download

Collections

Tousignant, Kyle