Resizing columns in typical eccentric and torsionally irregular multi-storied buildings
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00468-2.pdf
Reference40 articles.
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2. Ahmad, N., Akbar, J., Rizwan, M., Alam, B., Khan, A. N., & Lateef, A. (2019). Haunch retrofitting technique for seismic upgrading deficient RC frames. Bulletin of Earthquake Engineering, 17(7), 3895–3932. https://doi.org/10.1007/s10518-019-00638-9
3. Akbar, J., Ahmad, N., & Alam, B. (2018). Seismic strengthening of deficient reinforced concrete frames using reinforced concrete haunch. ACI Structural Journal, 116(1). https://doi.org/10.14359/51710874.
4. Ali, J., Bhatti, A. Q., Khalid, M., Waheed, J., & Zuberi, S. (2015). A comparative study to analyze the effectiveness of shear walls in controlling lateral drift for medium to high rise structures (10–25 Storeys). In Proc. 2015 2nd international conference on geological and civil engineering, IPCBEE (pp. 31–36). https://doi.org/10.7763/IPCBEE.2015.V80.7.
5. ASCE. (2017). Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers. https://doi.org/10.1061/9780784414248
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