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Paper
Title

Seismic performance evaluation based on displacement in buildings: by n2 method and nonlinear spectrum

Year: 1399
COI: NCCAU02_196
Language: EnglishView: 223
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Authors

R. Nodeh Farahani - Ph.D. candidate, Department of Civil Engineering, University of Babol Technology, Babol,Iran
Gholamreza Abdollahzadeh - Professor, Department of Civil Engineering, Babol Noshirvani University of Technology, Babol,Iran
Alireza Mirza Gol tabar - Associate Professor, Department of Civil Engineering, University of Babol Technology, Babol, Iran

Abstract:

The so-called N2 method is a widely used nonlinear static method for the seismic design and/or assessment of different building typologies. In this paper, the idea of reversing the so-called N2 method currently adopted in the Annex B of Eurocode 8 (the code on which the present paper is based) in a direct displacement-basedprocedure is presented in a simple alternative format. In this way, it is possible to obtain the percentage of the seismic action associated to any performance displacement. By doing so, it is also possible to determine the target displacement without the need for an iterative procedure. The proposed method presents several advantages for professional engineering practice in respect to the seismic vulnerability assessment of new and existing buildings. The comparison of the original N2 method with the proposed one is illustrated by means of a test structure example .

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Farahani, R. Nodeh and Abdollahzadeh, Gholamreza and Mirza Gol tabar, Alireza,1399,Seismic performance evaluation based on displacement in buildings: by n2 method and nonlinear spectrum,Second National Conference on Urban Management, Urban Development and Architecture,Tabriz,https://civilica.com/doc/1114981

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Type of center: دانشگاه دولتی
Paper count: 5,976
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