Araştırma Makalesi

Lateral Load Resisting Systems in High-Rise Reinforced Concrete Buildings

Sayı: 20 31 Aralık 2020
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Lateral Load Resisting Systems in High-Rise Reinforced Concrete Buildings

Abstract

An efficient and economical tall building cannot be designed without a thorough understanding of the significant factors affecting the selection of the structural system and knowledge of how the structural system will interrelate with architectural, mechanical and other aspects. In this study, structural analyses were performed to compare the structural response of different types of lateral load resisting systems (moment-resisting frame system, shear wall system, dual system and framed tube system) under effect of seismic and wind loads using the structural program ETABS. The building consists of 28 stories with area of 625m² (25m x 25m). Storey displacements were evaluated for all lateral load resisting systems. Among the types of lateral load resisting systems, dual system showed a very suitable structural response for this height and did not exceed the limitation values.

Keywords

Kaynakça

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Ayrıntılar

Birincil Dil

İngilizce

Konular

Mühendislik

Bölüm

Araştırma Makalesi

Yayımlanma Tarihi

31 Aralık 2020

Gönderilme Tarihi

12 Eylül 2020

Kabul Tarihi

24 Ekim 2020

Yayımlandığı Sayı

Yıl 2020 Sayı: 20

Kaynak Göster

APA
Nassani, D. E., & Ali, K. (2020). Lateral Load Resisting Systems in High-Rise Reinforced Concrete Buildings. Avrupa Bilim ve Teknoloji Dergisi, 20, 397-403. https://doi.org/10.31590/ejosat.808269