EDITORIAL SCOPE: BEYOND RESILIENCE – INDEX FOR THE NEXT-GENERATION OF SEISMIC VULNERABILITY FOR RC STRUCTURE
DOI:
https://doi.org/10.33736/jcest.7804.2024Keywords:
analytical approach, damage state, framework, nonlinear analysis, seismic vulnerability indexAbstract
Seismic vulnerability assessment has become an indispensable tool in earthquake engineering, especially for reinforced concrete (RC) structures, which are prevalent in urbanized regions worldwide. In this editorial note, we expand on key contributions from recent papers published in the Journal of Building Engineering and Journal of Earthquake Engineering, merging these insights with findings from the book "Seismic Vulnerability Index Assessment Framework of RC Structures." Together, these works form a cohesive narrative around the development of a more refined and globally applicable Seismic Vulnerability Index (SVI) framework for RC structures. Moreover, this editorial note discusses the advancements in the seismic vulnerability assessment of RC buildings through the development of an SVI methodology. This methodology uses advanced nonlinear parametric analyses to quantify the seismic vulnerability of RC buildings, contributing significantly to disaster risk reduction efforts. Thus, the contribution lies in developing improved methodologies for assessing seismic vulnerability and quantifying seismic risk, ultimately aiding in enhancing earthquake resilience. This comprehensive framework is globally applicable, adaptable to any geographical region, and suitable for a wide range of structural types and systems.
References
Kassem, M. M., & Mohamed Nazri, F. (2023). Seismic Vulnerability Index Assessment Framework of RC Structures. Singapore: Springer Nature Singapore. https://doi.org/10.1007/978-981-99-5038-6
Kassem, M. M., Nazri, F. M., Farsangi, E. N., & Ozturk, B. (2022). Improved Vulnerability Index Methodology to Quantify Seismic Risk and Loss Assessment in Reinforced Concrete Buildings. Journal of Earthquake Engineering, 26(12), 6172–6207. https://doi.org/10.1080/13632469.2021.1911888
Kassem, M. M., Mohamed Nazri, F., Farsangi, E. N., & Ozturk, B. (2022). Development of a uniform seismic vulnerability index framework for reinforced concrete building typology. Journal of Building Engineering, 47. https://doi.org/10.1016/j.jobe.2021.103838
Benedetti, D., & Petrini, V. (1984). Sulla vulnerabilita sismica di edifici in muratura: un metodo di valutazione. A method for evaluating the seismic vulnerability of masonry buildings. L’industria delle Costruzioni, (149), 66–74.
Grünthal, G. (1998). European macroseismic scale 1998 (EMS-98).
Kassem, M. M., Mohamed Nazri, F., & Noroozinejad Farsangi, E. (2019). Development of seismic vulnerability index methodology for reinforced concrete buildings based on nonlinear parametric analyses. MethodsX, 6, 199–211. https://doi.org/10.1016/j.mex.2019.01.006
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 UNIMAS Publisher
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
During the manuscript submission process, the corresponding author, on behalf of all authors, will be asked to agree to the terms of the Open Access Publishing Agreement by checking the designated agreement box (see Copyright & Licensing for more information).
Open Access Publishing Agreement
1) By agreeing to these terms, the author(s) retain full copyright and grant UNIMAS Publisher the right of first publication. The author(s) also grant UNIMAS Publisher permission to reproduce, recreate, translate, extract, or summarize, and to distribute and display in any forms, formats, and media. The author(s) can reuse their papers in their future printed work without first requiring permission from UNIMAS Publisher, provided that the author(s) acknowledge and refer to the publication in the Journal.
2) The author(s) agree that their articles published under UNIMAS Publisher are distributed under the terms of the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0), which permits unrestricted use, distribution, and reproduction in any medium, for non-commercial purposes, provided the original work of the author(s) is properly cited.
3) The author(s) are responsible for ensuring their submitted work is original and does not infringe any existing copyright, trademark, patent, statutory right, or proprietary right of others. The corresponding author has obtained permission from all co-authors prior to submission to the journal. Upon submission of the manuscript, the author(s) agree that no similar work has been or will be submitted or published elsewhere in any language. If the submitted manuscript includes materials from others, the authors have obtained permission from the copyright owners.
4) By agreeing to this statement, the author(s) declare that the research which they have conducted complies with the current laws of the respective country and UNIMAS Journal Publication Ethics Policy. Any experimentation or research involving humans or the use of animal samples must obtain approval from the Human or Animal Ethics Committee in their respective institutions. The author(s) agree and understand that UNIMAS Publisher is not responsible for any compensational claims or failure caused by the author(s) in fulfilling the above-mentioned requirements. The author(s) must accept the responsibility for releasing their materials upon request by the Chief Editor or UNIMAS Publisher.
5) The author(s) should have participated sufficiently in the work and ensured the appropriateness of the content of the article. The author(s) should also agree that they have no commercial attachments (e.g., patent or license arrangement, equity interest, consultancies, etc.) that might pose any conflict of interest with the submitted manuscript. The author(s) also agree to make any relevant materials and data available upon request by the editor(s) or UNIMAS Publisher.
