Seismic vulnerability assessment of reinforced concrete school building in Nepal
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-020-00311-6.pdf
Reference46 articles.
1. Ahmad, N. (2019). Fragility functions and loss curves for deficient and haunch-strengthened RC frames. Journal of Earthquake Engineering, 1–30.
2. Ahmad, M.E., Ahmad, N., Pervez, S., Iqbal, A., Khan, A.Z., Rahim, M.E., Hassan, W., Umer, K. & Khan, K. (2019). Seismic performance evaluation of modern bare and masonry-infilled RC SMRF Structures. Advances in Civil Engineering, 1–15.
3. Ahmad, N., Ali, Q., Crowley, H., & Pinho, R. (2014). Earthquake loss estimation of residential buildings in Pakistan. Net Hazards, 73(3), 1889–1955.
4. Ahmad, N., Shahzad, A., Ali, Q., Rizwan, M., & Khan, A. N. (2018). Seismic fragility functions for code compliant & non-compliant RC SMRF structures in Pakistan. Bulletin of Earthquake Engineering., 16, 4675–4703.
5. Akkar, S., Sucuoglu, H., Yakut, A., & EERI, M. (2005). Displacement-based fragility functions for low and mid-rise ordinary concrete buildings. Earthquack Spectra, 21(4), 901–927.
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