Seismic Performance Investigation of RC Building Using Nonlinear Static Analysis
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-49345-4_31
Reference10 articles.
1. Poluraju, P.: Pushover analysis of reinforced concrete frame structure using SAP 2000. Int. J. Res. Eng. Technol. 04(28), 173–181 (2011)
2. Gunes, B., Mangir, A., Cosgun, T., Sayin, B., Akcay, C.: Seismic performance assessment of a historical masonry-infilled RC building located in the historical peninsula of Istanbul (1940s). Structures 45(May), 951–968 (2022). https://doi.org/10.1016/j.istruc.2022.09.074
3. Milani, G., Valente, M.: Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: possibilities of non-linear finite elements compared with pre-assigned failure mechanisms. Eng. Fail. Anal., 47(PA), 129–161 (2015). https://doi.org/10.1016/j.engfailanal.2014.09.016
4. Asteris, P.G., et al.: Seismic vulnerability assessment of historical masonry structural systems. Eng. Struct. 62–63, 118–134 (2014). https://doi.org/10.1016/j.engstruct.2014.01.031
5. Suwondo, R., Alama, S.: Seismic assessment of RC building designed by local practice. IOP Conf. Ser. Earth Environ. Sci. 426(1) (2020). https://doi.org/10.1088/1755-1315/426/1/012047
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