Improved Park-Ang Two-Parameter Damage Model of Mesh Shell Structures
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-0078-8.pdf
Reference21 articles.
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2. Cao S, Jiang LZ, Wei B (2019) Numerical and experimental in vestigationson the Park-Ang damage index for high-speed railway bridge piers with flexure failures. Engineering Structures 201:109851, DOI: https://doi.org/10.1016/j.engstruct.2019.109851
3. Du WF, Gao BQ, Dong SL (2009) Study on the form and characteristics of dynamic failure of single-layer reticulated shells. Engineering Mechanics 26(7):39–46+65
4. Fu G, Liu BQ, Xing GH (2013) Improved Park-Ang two-parameter damage model based on effective energy dissipation and its computational study. Engineering Mechanics 30(7):84–90, DOI: https://doi.org/10.6052/j.issn.1000-4750.2012.01.0051
5. Filiatrault A, Perrone D, Merino RJ, Calvi GM (2021) Performance-based seismic design of nonstructural building elements. Journal of Earthquake Engineering 25(2):237–269, DOI: https://doi.org/10.1080/13632469.2018.1512910
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