Open Access
Issue
E3S Web Conf.
Volume 648, 2025
International Conference on Civil, Environmental and Applied Sciences (ICCEAS 2025)
Article Number 01008
Number of page(s) 7
Section Civil Engineering
DOI https://doi.org/10.1051/e3sconf/202564801008
Published online 08 September 2025
  1. Isleem, H.F.; Abid, M.; Alaloul, W.S.; Shah, M.K.; Zeb, S.; Musarat, M.A.; Javed, M.F.; Aslam, F.; Alabduljabbar, H. Axial Compressive Strength Models of Eccentrically Loaded Rectangular Reinforced Concrete Columns Confined with FRP. Materials 14, 3498 (2021) [Google Scholar]
  2. Buka-Vaivade, K.; Sliseris, J.; Serdjuks, D.; Pakrastins, L.; Vatin, N.I. Rational use of HPSFRC in multi-storey buildings. Mag. Civ. Eng. 84, 3–14 (2018) [Google Scholar]
  3. Ahmad, S.; Hasnain, G. FEA of reinforced concrete beam-column joint with steel fibres for cyclic loading. Int. J. Struct. Integr. 12, 670–687. [Google Scholar]
  4. Li, H.; Xiao, S.; Huo, L. Damage investigation and analysis of engineering structures in the Wenchuan earthquake. J. Build. Struct. 2018, 4, 10–19 (2021) [Google Scholar]
  5. Deierlein, G.; Moehle, J. A Framework Methodology for Performance-Based Earthquake Engineering. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, 1–6 p. 14 (2004) [Google Scholar]
  6. Lao, X.-C.; Han, X.-L. Performance index limits of high reinforced concrete shear wall components. J. Cent. South Univ. Technol. 18, 1248–1255 (2011) [Google Scholar]
  7. Asghar, R.; Shahzad, A.; Amjad, S.U.; Akhtar, A. Comparative Study on the Seismic Performance of Bare Frame and Infilled Frame RC Structures with Brick Masonry and Low-Strength Concrete Block Masonry Infills. In Proceedings of the 2nd Conference on Sustainability in Civil Engineering CSCE20, Islamabad, Pakistan, 12 August (2020); p. 8. [Google Scholar]
  8. Asghar, R.; Shahzad, A.; Amjad, S.U.; Akhtar, A. Experimental Determination of the Mechanical Properties of Brick Masonry and Low-Strength Concrete Block Masonry. In Proceedings of the 2nd Conference on Sustainability in Civil Engineering CSCE20, Islamabad, Pakistan, 12 August (2020); p.6. [Google Scholar]
  9. Qi, Y.-L.; Han, X.-L.; Ji, J. Failure mode classification of reinforced concrete column using Fisher method. J. Cent. South Univ. 2013, 20, 2863–2869. [Google Scholar]
  10. Acun, B.; Sucuoğlu, H. The effect of displacement history on the performance of concrete columns in flexure. In Advances in Performance-Based Earthquake Engineering; Springer: Dordrecht, The Netherlands, 2010; pp. 373–382. [Google Scholar]
  11. Mahamid, Mustafa, et al. "Comparison of Provisions for Non-slender Reinforced Concrete Columns: American Concrete Institution, Eurocode, Indian Standard, and Canadian Standards Association." Practice Periodical on Structural Design and Construction 27.4, 04022041 (2022). [Google Scholar]
  12. Indian Standard Plain and Reinforced Concrete - Code of Practice, IS 456: 2000. [Google Scholar]
  13. Structural use of concrete — Part 1: Code of practice for design and construction, BS 8110- 1: 1997. [Google Scholar]
  14. ACI-318(American Concrete Institute), Building code requirements for reinforced concrete. Detroit (MI): American Concrete Institute; (2019) [Google Scholar]
  15. Eurocode 4. Design of composite steel and concrete structures, Part 1-1: general rules and rules for building, Brussels: EN 1994-1-1:2004. European Committee for Standardization (2004) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.