A Quantitative Method for Seismic Robustness of RC Frame Considering Resistance Vulnerability of Column and Storey Drift Ratios
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-1124-7.pdf
Reference25 articles.
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2. Asprone D, De Risi R, Manfedi G (2016) Defining structural robustness under seismic and simultaneous actions: An application to precast RC buildings. Bulletin of Earthquake Engineering 14(2):485–499, DOI: https://doi.org/10.1007/s10518-015-9820-4
3. Bao C, Du YF, Xu TN, Qi L, Song X (2017) A quantitative method for structural robustness analysis based on seismic response. Journal of Vibration, Measurement & Diagnosis 37(1):120–125, DOI: https://doi.org/10.16450/j.cnki.issn.1004-6801.2017.01.019 (in Chinese)
4. Castaldo P, Mancini G, Palazzo B (2018) Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices. Engineering Structures 163:373–387, DOI: https://doi.org/10.1016/j.engstruct.2018.02.067
5. Choi JH, Chang DK (2009) Prevention of progressive collapse for building structures to member disappearance by accidental actions. Journal of Loss Prevention in the Process Industries 22(6):1016–1019, DOI: https://doi.org/10.1016/j.jlp.2009.08.020
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