Please use this identifier to cite or link to this item:
http://hdl.handle.net/10773/11693
Title: | Seismic assessment of three-storey residential buildings in Nepal |
Author: | Chaulagain, H. Rodrigues, H. Spacone, E. Varum, H. |
Keywords: | RC buildings Seismic codes Seismic assessment Storey drift |
Issue Date: | 2013 |
Abstract: | This paper evaluates the seismic performance of existing three-storey residential reinforced concrete (RC) buildings in Nepal. For this, it was designed a representative RC building structure (WDS) and the results were compared with similar buildings detailed with: i) Current Construction Practices (CCP); ii) Nepal Building Code (NBC) and iii) Modified Nepal Building Code (NBC+) recommendations. The results were analyzed and compared in terms of capacity curve, inter-storey drift and detailing of structures. The overall comparison indicates that CCP structure has a low amount of reinforcement both in beam and column sections when compared with the WDS structure. For the structure designed according with the NBC and NBC+ recommendations, improvements are clear relatively to the CCP structure, but it may be not sufficient for the demands in regions with high seismic hazard. Non-linear analysis shows that CCP and NBC structures experiences lower base shear capacity with higher inter-storey drift demand than other structures. Finally, the influence of seismic zone factor on reinforcement demand of the structure is analysed by designing the same WDS structure for a low, medium and high seismic hazard zone. |
Peer review: | yes |
URI: | http://hdl.handle.net/10773/11693 |
Publisher Version: | http://paginas.fe.up.pt/clme/IRF2013/ |
Appears in Collections: | DECivil - Comunicações |
Files in This Item:
File | Description | Size | Format | |
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IV_A_08_ConfInt_211.pdf | 793.28 kB | Adobe PDF | View/Open |
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