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Dergiler / Sciennovation / 2020 / Cilt: 1 - Sayı: 2

Performance Analysis of a Reinforced Concrete Frame System According ‎to TBEC-2018 ‎

Zafer KURT
Zeliha TONYALI
Sayfa
6–22
Yayın Tarihi
2020-03-16
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

The nonlineer static pushover ‎analysis of the reinforced concrete (RC) frame system carried out for ‎DD-2 level earthquake and it has been determined whether it has the ‎performance criteria targeted in the code.‎

📌 3 Maddede Bu Makale

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Amaç & Hipotez:In Turkey located on active earthquake zone, earthquake resistant ‎building design becomes more important with the rapidly increasing ‎population and urbanization.
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Temel Bulgular & Veri:In the great earthquakes occurred in our ‎country for centuries, many people lost their lives after the earthquake ‎damaged the buildings and this also increase the importance of ‎building an earthquake resistant structure.
💡
Sonuç & Katkı:The nonlineer static pushover ‎analysis of the reinforced concrete (RC) frame system carried out for ‎DD-2 level earthquake and it has been determined whether it has the ‎performance criteria targeted in the code.‎
🔬Tür:Araştırma Makalesi
📍Kapsam:2018 Verileri
⚙️Değişkenler:Earthquake ‎Resistant Structures ‎Design · Pushover Analysis · Performance Based ‎Design

Abstract

In Turkey located on active earthquake zone, earthquake resistant ‎building design becomes more important with the rapidly increasing ‎population and urbanization. In the great earthquakes occurred in our ‎country for centuries, many people lost their lives after the earthquake ‎damaged the buildings and this also increase the importance of ‎building an earthquake resistant structure. The performance based ‎seismic design evaluates how the buildings are likely to implement ‎under an earthquake motion and is comprised linear elastic and ‎nonlinear elastic methods in recent seismic codes. In this study, the ‎performance based design of a four-storey and three-span reinforced ‎concrete frame system is performed according to the Turkish Building ‎Earthquake Code (TBEC-2018). The nonlineer static pushover ‎analysis of the reinforced concrete (RC) frame system carried out for ‎DD-2 level earthquake and it has been determined whether it has the ‎performance criteria targeted in the code.‎

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Bu Makaleye Atıf Yap

KURT, Z., TONYALI, Z. (2020). Performance Analysis of a Reinforced Concrete Frame System According ‎to TBEC-2018 ‎. Sciennovation, Cilt: 1 - Sayı: 2, 6–22. https://ajindex.com/articles/799206

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Kaynakça (2)

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