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Prethodno priopćenje

https://doi.org/10.14256/JCE.1133.2014

Performance evaluation of reinforced concrete buildings with softer ground floors

R. Tuğrul Erdem


Puni tekst: hrvatski pdf 688 Kb

str. 39-49

preuzimanja: 944

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Puni tekst: engleski pdf 2.126 Kb

str. 39-49

preuzimanja: 1.067

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Sažetak

Determination of seismic performance is a significant task in the performance-based seismic analysis of structures. The consistency between analysis results obtained according to various codes is highly significant for seismic evaluation of structures. Non-linear performance of three reinforced concrete buildings having a soft storey irregularity is studied based on the finite elements analysis according to FEMA-356, FEMA-440, and Turkish Earthquake Code - 2007. Damage situations, modal properties, storey drift ratios, and global performance levels are comparatively presented for each structure, and appropriate suggestions are given.

Ključne riječi

finite elements analysis; irregular structures; non-linear procedures; seismic performance

Hrčak ID:

152949

URI

https://hrcak.srce.hr/152949

Datum izdavanja:

14.2.2016.

Podaci na drugim jezicima: hrvatski

Posjeta: 2.701 *