Description
The Supreme Court of Nepal is the highest court in Nepal. The Supreme Court of Nepal is an important building, built of brick in mud masonry structure and over 54 years of age which got moderate structural damage due to the recent Gorkha earthquake 2015. The need for safety of the building lying at high seismic zone in Nepal, the Seismic Vulnerability Assessment and Retrofit design was carried out to improve the building response in future earthquakes. The seismic vulnerability of the building was assessed after the following:(a) historical investigation about the building, (b) detailed geometrical investigation, (c) identification of materials by means of surveys and literature indications, (d) Detailed Intrusive Tests, (f) Detail linear static analysis of the building by means of a Finite Element (FE) model. After these steps, the FE model was used to assess the safety level of the building by means of linear static analyses and identifying a proper retrofitting strategy for this building. Both side wall jacketing and splint and bandage in some inner walls using the bar wire mesh was carried out for retrofitting this building.
DOI | https://doi.org/10.5592/CO/2CroCEE.2023.9 |
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