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

Author:

RAHIMI Mahdi1ORCID,NAİMİ Sepanta2ORCID

Affiliation:

1. ISTANBUL AYDIN UNIVERSITY

2. ALTINBAS UNIVERSITY

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

Publisher

Altinbas University

Reference45 articles.

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

2. 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

3. 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.

4. 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

5. 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

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