Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea
Author:
Funder
National Research Foundation of Korea
Publisher
Springer Science and Business Media LLC
Subject
Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s10518-023-01809-5.pdf
Reference63 articles.
1. Adhikari R, Gautam D (2019) Component level seismic fragility functions and damage probability matrices for Nepali school buildings. Soil Dyn Earthq Eng 120:316–319. https://doi.org/10.1016/j.soildyn.2019.02.009
2. AIK (2016) korean building code and commentary (KBC 2016, In Korean). Architectural Institute of Korea
3. ASCE (2018) ASCE/SEI 41-17 Seismic evaluation and retrofit of existing buildings. Reston, VA Am Soc Civ Eng
4. Aslani H, Miranda E (2005) Probabilistic earthquake loss estimation and loss disaggregation in buildings, Report No. 157. John A. Blume Earthquake Engineering Research Center, Stanford, CA
5. Aval SBB, Verki AM (2019) Seismic reliability assessment of a steel moment-resisting frame with two different ductility levels using a cloud analysis approach. Earthq Eng Eng Vib 18(1):171–185. https://doi.org/10.1007/s11803-019-0497-6
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