Seismic Assessment of RC Buildings using N2 Method
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This paper presents the results of a comparative analysis of the behavior of a eight-storey RC building of type: (1) spatial frame and (2) spatial frame with shear walls, according to EN1998-1, using N2 method. The analysis was carried out using standard pushover analysis and multi-modal pushover analysis, using ETABS software. The obtained target displacements, appearance and arrangement of plastic hinges and interstory drifts were compared for the design earthquake, and certain conclusions were carried out.
Source:Zbornik radova / Šesto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija = Conference Proceedings / Sixth International Conference Seismic Engineering and Engineering Seismology, Kraljevo, 13.-15. jun 2018. godin, 2018, 387-395
- Savez građevinskih inženjera Srbije, Beograd
- Development and application of a comprehensive approach to the design of new and safety assessment of existing structures for seismic risk reduction in Ser (RS-36043)
- Research on condition assessment and improvement methods of civil engineering structures in view of their serviceability, load-bearing capacity, cost effectiveness and maintenance (RS-36048)