Afsar Dizaj, E. and Kashani, M.M. (2022). "Nonlinear structural performance and seismic fragility of corroded reinforced concrete structures: modelling guidelines",
European Journal of Environmental and Civil Engineering, 26(11), 5374-5403,
https://doi.org/10.1080/19648189.2021.1896582.
Barron-Corvera, R. (2000). "Spectral evaluation of seismic fragility of structures" , State University of New York at Buffalo, Corpus ID: 15798216,
http://civil.eng.buffalo.edu/~reinhorn/PUBLICATIONS/Reinhorn-Barron%20(2001)-%20ICOSSAR2001SpectP1.pdf.
Council, A.T. (2009).
Quantification of building seismic performance factors, US Department of Homeland Security
, FEMA,
https://www.atcouncil.org/pdfs/FEMA-P695TOC.pdf.
Del Gaudio, C., De Risi, M.T., Ricci, P. and Verderame, G.M. (2019). "Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading",
Bulletin of Earthquake Engineering, 17, 1285-1330,
https://doi.org/10.1007/s10518-018-0501-y.
FEMA 356, F.E. (2000). "Prestandard and commentary for the seismic rehabilitation of buildings", Federal Emergency Management Agency: Washington, DC, USA,
https://www.atcouncil.org/pdfs/FEMA356toc.pdf.
Gardner, L. (2019). "Stability and design of stainless steel structures-review and outlook",
Thin-Walled Structures, 141, 208-216,
https://doi.org/10.1016/j.tws.2019.04.019.
Ge, F.W., Tong, M.N. and Zhao, Y.G. (2021). "A structural demand model for seismic fragility analysis based on three-parameter lognormal distribution",
Soil Dynamics and Earthquake Engineering, 147, 106770,
https://doi.org/10.1016/j.soildyn.2021.106770.
Giordano, N., De Risi, R., Voyagaki, E., Kloukinas, P., Novelli, V., Kafodya, I., Ngoma, I., Goda, K. and Macdonald, J. (2021). "Seismic fragility models for typical non-engineered URM residential buildings in Malawi",
Structures, 32, 2266-2278,
https://doi.org/10.1016/j.istruc.2021.03.118.
Goodarzi, M., Moradi, M., Jalali, P., Abdolmohammadi, M. and Hasheminejad, S. (2023). "Fragility assessment of an outrigger structure system based on energy method",
The Structural Design of Tall and Special Buildings, 32(11-12), e2017,
https://doi.org/10.1002/tal.2017.
Hancilar, U. and Caktı, E. (2015). "Fragility functions for code complying RC frames via best correlated im–edp pairs",
Bulletin of Earthquake Engineering, 13, 3381-3400,
https://doi.org/10.1007/s10518-015-9775-5.
Hosseinpour, F. and Abdelnaby, A. (2017). "Fragility curves for RC frames under multiple earthquakes",
Soil Dynamics and Earthquake Engineering, 98, 222-234,
https://doi.org/10.1016/j.soildyn.2017.04.013.
Housner, G.W. (1960). "The plastic failure of frame during earthquake",
Proceedings of 2nd WCEE, VI, 997-1011,
https://cir.nii.ac.jp/crid/1571135649126791296.
Jalayer, F., De Risi, R. and Manfredi, G. (2015). "Bayesian cloud analysis: Efficient structural fragility assessment using linear regression",
Bulletin of Earthquake Engineering, 13, 1183-1203,
https://doi.org/10.1007/s10518-014-9692-z.
Kircher, C.A., Whitman, R.V. and Holmes, W.T. (2006). "Hazus earthquake loss estimation methods",
Natural Hazards Review, 7(2), 45-59,
https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(45).
Liu, C., Fang, D. and Yan, Z. (2021). "Seismic fragility analysis of base isolated structure subjected to near-fault ground motions",
Periodica Polytechnica Civil Engineering, 65(3), 768-783,
https://doi.org/10.3311/PPci.15276.
Moradi, M. and Abdolmohammadi, M. (2020). "Seismic fragility evaluation of a diagrid structure based on energy method",
Journal of Constructional Steel Research, 174, 106311,
https://doi.org/10.1016/j.jcsr.2020.106311.
Moradi, M. and Tavakoli, H. (2020). "Proposal of an energy based assessment of robustness index of steel moment frames under the seismic progressive collapse",
Civil Engineering Infrastructures Journal, 53(2), 277-293,
https://doi.org/10.22059/ceij.2019.283574.1591.
Moradi, M., Tavakoli, H. and AbdollahZade, G. (2020). "Sensitivity analysis of the failure time of reinforcement concrete frame under postearthquake fire loading",
Structural Concrete, 21(2), 625-641,
https://doi.org/10.1002/suco.201900165.
Moradi, M., Tavakoli, H. and Abdollahzadeh, G. (2019). "Probabilistic assessment of failure time in steel frame subjected to fire load under progressive collapses scenario",
Engineering Failure Analysis, 102, 136-147,
https://doi.org/10.1016/j.engfailanal.2019.04.015.
Moradi, M., Tavakoli, H. and Abdollahzadeh, G.R. (2022). "Collapse probability assessment of a 4-story RC frame under post-earthquake fire scenario",
Civil Engineering Infrastructures Journal, 55(1), 121-137,
https://doi.org/10.22059/ceij.2021.313241.1718.
Moradpour, S. and Dehestani, M. (2021). "Probabilistic seismic performance of steel structures with FVDs designed by DDBD procedure",
Journal of Building Engineering, 43, 102581,
https://doi.org/10.1016/j.jobe.2021.102581.
Sharma, V., Shrimali, M.K., Bharti, S.D. and Datta, T.K. (2020). "Behavior of semi-rigid steel frames under near-and far-field earthquakes",
Steel and Composite Structures, an International Journal, 34(5), 625-641,
https://doi.org/10.12989/scs.2020.34.5.625.
Tavakoli, H. and Afrapoli, M.M. (2018). "Robustness analysis of steel structures with various lateral load resisting systems under the seismic progressive collapse",
Engineering Failure Analysis, 83, 88-101,
https://doi.org/10.1016/j.engfailanal.2017.10.003.
Tavakoli, H., Moradi, M., Goodarzi, M. and Najafi, H. (2022). "Outrigger braced system placement effect on seismic collapse probability of tall buildings",
Civil Engineering Infrastructures Journal, 55(2), 259-276,
https://doi.org/10.22059/ceij.2022.319629.1744.
Ugalde, D., Parra, P.F. and Lopez-Garcia, D. (2019). "Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling",
Bulletin of Earthquake Engineering, 17, 6565-6589,
https://doi.org/10.1007/s10518-019-00644-x.
Xu, H. and Gardoni, P. (2016). "Probabilistic capacity and seismic demand models and fragility estimates for reinforced concrete buildings based on three-dimensional analyses",
Engineering Structures, 112, 200-214,
https://doi.org/10.1016/j.engstruct.2016.01.005.
