Comparative study on the seismic performance of a typical low-rise building in Nepal using different seismic codes

Author:

Sapkota AshishORCID,Sapkota Binod,Poudel Jhabindra,Giri Suyog

Publisher

Springer Science and Business Media LLC

Reference41 articles.

1. Aksoylu, C., Mobark, A., Arslan, M. H., & Erkan, İH. (2020A). A comparative study on ASCE 7-16, TBEC-2018, and TEC-2007 for reinforced concrete buildings. Revista De La Construcción: J Const, 19(2), 282–305. https://doi.org/10.7764/rdlc.19.2.282-305

2. American Society of Civil Engineers. (2017). Minimum design loads and associated criteria for buildings and other structures. . https://doi.org/10.1061/9780784412916

3. K Bhattarai 2020 Evaluation of Nonlinear Seismic Responses of Low- To Mid-Rise RC Frame Buildings with Masonry Infill Walls by Using a Modified Response Spectrum Analysis (MRSA) Method [Master’s Thesis] Asian Institute of Technology (AIT)

4. Bhusal, B., & Paudel, S. (2021). Comparative study of existing and revised codal provisions adopted in Nepal for analysis and design of Reinforced concrete structure. International Journal of Advanced Engineering and Management, 6(1), 16–24.

5. Brzev, S., Jain, S. K., & Rai, D. C. (2019). Ductile Design and Detailing of Reinforced Concrete Structures Subjected to Seismic Forces – Code of Practice (IS 13920:2016) Proposed Modifications and Commentary. IITGN.

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