Dergiler / AURUM Mühendislik Sistemleri ve Mimarlık Dergisi / 2023 / Cilt: 7 Sayı: 1

COMPARISON OF SKYSCRAPER BUILDING DESIGN: ISOLATED FOUNDATIONS VS. NON-ISOLATED FOUNDATIONS

Sayfa
85–98
Yayın Tarihi
2023-06-30
DOI
—
🏛️Bu makalenin bibliyografik verileri ve tam metin bağlantısı DergiPark üzerinden sağlanmıştır.
DergiPark Kaydı ↗
✨

Yapay Zeka Hızlı Bakış & Çıkarımlar

AI Insight
⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

The loads and forces caused by earthquakes, the resistances and possible damages of both types of buildings were also evaluated

📌 3 Maddede Bu Makale

🎯
Amaç & Hipotez:As the population grows, the need for safe and comfortable places to live and work increases.
📊
Temel Bulgular & Veri:Efforts have been made to increase the resistance of tall buildings to natural factors and the weight of the building.
💡
Sonuç & Katkı:The loads and forces caused by earthquakes, the resistances and possible damages of both types of buildings were also evaluated
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:ETABS · earthquake · Tall building

Abstract

As the population grows, the need for safe and comfortable places to live and work increases. Tall buildings are becoming a popular option as they enable efficient use of urban space and provide solutions to the challenges of urbanization. However, the safety of these buildings against natural hazards such as earthquakes is crucial. Engineers are putting a lot of effort into the construction and design of tall buildings, some of which have been successfully completed, while others have been halted due to design difficulties. High-rise buildings have challenged engineers' endurance due to their height and number of floors. Efforts have been made to increase the resistance of tall buildings to natural factors and the weight of the building. One of the most important factors is the building's vibration movement, which must be resistant to wind, loads on the building, and earthquakes. One way to increase the strength of the building is to use isolated foundations. This article investigates whether using an isolated foundation has an effect on the strength of tall buildings. Two 51-floor tall buildings were designed, one with an isolated foundation and one without. The differences between the buildings were evaluated in terms of earthquakes, the greatest risk for buildings. Using the ETABS program and following international standards, these two buildings were designed to withstand the forces of wind, earthquakes, and loads on the building. The loads and forces caused by earthquakes, the resistances and possible damages of both types of buildings were also evaluated

🔖

Bu Makaleye Atıf Yap

RAHIMI, M., NAİMİ, S. (2023). COMPARISON OF SKYSCRAPER BUILDING DESIGN: ISOLATED FOUNDATIONS VS. NON-ISOLATED FOUNDATIONS. AURUM Mühendislik Sistemleri ve Mimarlık Dergisi, Cilt: 7 Sayı: 1, 85–98. https://ajindex.com/articles/951762

📄 Tam Metin PDF Okuyucu

📄

PDF görüntüleyici hazırlanıyor...

Kaynakça (3)

  1. Naimi, S. & Peker, Ö. (2022). Deprem Etkileri Altındaki Farklı Tiplerde Çelik Yapıların StaSTEEL ve SAP2000 Kullanılarak Karşılaştırılması. Journal of the Institute of Science and Technology, 12 (3), 1577-1591. DOI: 10.21597/jist.1121614 Olbak, M. & Naimi, S. (2016). Kentsel Dönüşüm Uygulanmış 5 Katlı İki Yapı Örneğini Deneysel Verileri Kullanılarak Doğrusal Olmayan Analiz Yöntemleri İle Güçlendirme Sonuçlarının İrdelenmesi. İstanbul Aydın Üniversitesi Dergisi, 8(31), 145-166. https://dergipark.org.tr/en/pub/iaud/issue/40585/487826
  2. Celikag, M. & Naimi, S. 2010, ‘Problems of Reinforced Concrete Buildings Construction In North Cyprus’, 12Th Appraisal Repairs And Maintenance Of Structures, Yantai, Peoples R China, 04/2010.
  3. Naimi, S. & Tufan, T. (2021). Olası İstanbul Depremi ile Yapılan Kentsel Dönüşüm Çalışmaları ve Alınan Önlemlerin İrdelenmesi. AURUM Journal of Engineering Systems and Architecture, 5 (1), 89-108. DOI: 10.53600/ajesa.564197 Naimi, S. & Kaya, S. (2020). Betonarme Yapıların Çelik Çapraz Elemanlar ile Güçlendirilmesi. AURUM Journal of Engineering Systems and Architecture, 3 (2) 191-204. https://dergipark.org.tr/en/pub/ajesa/issue/52409/623392 Specification for Structural Steel Buildings July 7, 2016 Supersedes the Specification for Structural Steel Buildings dated June 22, 2010 and all previous versions Approved by the Committee on Specifications Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary An ACI Standard Reported by ACI Committee 318 Deemed to satisfy ISO 19338:2007(E) First Printing June 2008 Building Code Requirements for Structural Concrete (ACI 318-14) Commentary on Building Code Requirements for Structural Concrete (ACI 318R-14) Reported by ACI Committee 318 First Printing September 2014 ISBN: 978-0-87031-930-3 Building Code Requirements for Structural Concrete (ACI 318-19) Commentary on Building Code Requirements for Structural Concrete (ACI 318R-19) Reported by ACI Committee 318 First printing: June 2019 ISBN: 978-1-64195-056-5 DOI:10.14359/51716937 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-05) ANDCOMMENTARY (ACI 318R-05) REPORTED BY ACI COMMITTEE 318 ACI Committee 318 Structural Building Code Reference Number ISO 19338.2003(E). Also Technical Corrigendum 1: 2004 Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary First Printing August 2011 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-02) ANDCOMMENTARY (ACI 318R-02) ACI Committee 318 St