Reliability Analysis of CFST Column by Form and Orthogonal Latin Hypercube Method
International Journal of Science and Research (IJSR)

International Journal of Science and Research (IJSR)
Call for Papers | Fully Refereed | Open Access | Double Blind Peer Reviewed

ISSN: 2319-7064


Downloads: 116 | Views: 317

Research Paper | Civil Engineering | India | Volume 7 Issue 6, June 2018 | Popularity: 6.8 / 10


     

Reliability Analysis of CFST Column by Form and Orthogonal Latin Hypercube Method

Keerthana V, Khalid Nayaz Khan, Dr. N S Kumar


Abstract: In this study, analysis of CFST column is done with the assistance of ABAQUS software. The models are analyzed in ABAQUS software to establish the failure loads for various length, thickness and slenderness ratio of CFST columns. The analytical values compared with codal provisions corresponding to ACI-318 and BS 5400 code. And graphs are plotted to know the distinction between analytical and codal values. The Reliability analysis is carried to know the design goals therefore on accomplish the normal load carrying capability with less deflection. The Reliability analysis is carried out with the assistance of 2R software and also the results corresponding to reliability index and probability of failure are measure tabulated for every CFST model. The reliability analysis is performed by FORM method. Simulation techniques specifically ORTHOGONAL HYPERCUBE technique is utilized in this work. The Taguchis approach is adopted to spot and decide the combination of parameters that yield the simplest reliability index.


Keywords: CFST, ABAQUS, Reliability, Orthogonal Latin Hypercube, FORM, 2R rel


Edition: Volume 7 Issue 6, June 2018


Pages: 1756 - 1758



Make Sure to Disable the Pop-Up Blocker of Web Browser


Text copied to Clipboard!
Keerthana V, Khalid Nayaz Khan, Dr. N S Kumar, "Reliability Analysis of CFST Column by Form and Orthogonal Latin Hypercube Method", International Journal of Science and Research (IJSR), Volume 7 Issue 6, June 2018, pp. 1756-1758, https://www.ijsr.net/getabstract.php?paperid=ART20183687, DOI: https://www.doi.org/10.21275/ART20183687

Similar Articles

Downloads: 119 | Weekly Hits: ⮙1 | Monthly Hits: ⮙2

M.Tech / M.E / PhD Thesis, Civil Engineering, India, Volume 4 Issue 8, August 2015

Pages: 669 - 673

Reliability of Using Modal Curvature Method in Long Span Cable Stayed Bridges

Dhanya S Remesan, Rahul Leslie, Ashok Mathew

Share this Article

Downloads: 119

Research Paper, Civil Engineering, Iraq, Volume 7 Issue 1, January 2018

Pages: 1168 - 1175

Assessment of the Behavior of Conical Shell Footings on Elastic Foundation

Rafaa M. Abbas

Share this Article

Downloads: 119 | Weekly Hits: ⮙1 | Monthly Hits: ⮙1

M.Tech / M.E / PhD Thesis, Civil Engineering, India, Volume 7 Issue 6, June 2018

Pages: 372 - 376

Non-Linear Behaviour of CFST Columns at Elevated Temperature Under Monotonic Loading using Hyper Mesh & Abaqus Softwares (Conventional Concrete & LWC infill)

Shreyas N, Athiq Ulla Khan, Dr. N. S. Kumar

Share this Article

Downloads: 121

Research Paper, Civil Engineering, Iraq, Volume 7 Issue 1, January 2018

Pages: 1456 - 1462

Height-to-Length Ratio Effect on the Response of Unreinforced Masonry Wall Subjected to Vertical Load Using Detailed-Micro Modeling Approach

Alaa H. Al-Zuhairi, Ammar Rafid Ahmed

Share this Article

Downloads: 123 | Weekly Hits: ⮙1 | Monthly Hits: ⮙1

Research Paper, Civil Engineering, India, Volume 6 Issue 6, June 2017

Pages: 2439 - 2442

Strength Characteristics of Expansive Soils Using Eco-Friendly Xanthan Gum

S. Naveena, Dr. G. Sreenivasa Reddy

Share this Article
Top