Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10518-024-01935-8.pdf
Reference46 articles.
1. Abdelnaby AE, Elnashai AS (2014) Performance of degrading reinforced concrete frame systems under the Tohoku and Christchurch earthquake sequences. J Earthquake Eng 18:1009–1036
2. Adiyanto MI, Faisal A, Majid TA (2011) Nonlinear behaviour of reinforced concrete building under repeated earthquake excitation. In: International conference on computer and software modeling, IPCSIT
3. Amadio C, Fragiacomo M, Rajgelj S (2003) The effects of repeated earthquake ground motions on the non-linear response of SDOF systems. Earthq Eng Struct Dyn 32:291–308
4. Aschheim M, Black E (1999) Effects of prior earthquake damage on response of simple stiffness-degrading structures. Earthq Spectra 15:1–24
5. BCP S (2007) Building codes of Pakistan seismic provisions government of Islamic republic of Pakistan Ministry of housing and works, Islamabad
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