دورية أكاديمية

THE BEHAVIOUR OF TWISTED TALL BUILDING STRUCTURES UNDER LATERAL LOADS

التفاصيل البيبلوغرافية
العنوان: THE BEHAVIOUR OF TWISTED TALL BUILDING STRUCTURES UNDER LATERAL LOADS
المؤلفون: Uğur Albayrak, Abdullah Niğdelioğlu, Can Balkaya
المصدر: Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, Vol 31, Iss 1, Pp 509-518 (2023)
بيانات النشر: Eskişehir Osmangazi University, 2023.
سنة النشر: 2023
المجموعة: LCC:Engineering (General). Civil engineering (General)
مصطلحات موضوعية: twisted tall building, seismic performance, wind loads, composite shear wall, case study, burgulu yüksek yapılar, deprem performansı, rüzgar yükleri, kompozit perde duvar, vaka analizi, Engineering (General). Civil engineering (General), TA1-2040
الوصف: Twisted tall building structures have recently been used as an architectural and structural form. On the other hand, there are very few studies on the behavior of twisted tall buildings under seismic and wind lateral loads. In this paper, the behavior of twisted tall buildings under seismic and wind-induced loads is investigated and compared with their prismatic counterpart. As a case study, a twisted building in Miami, Florida, is modified by twisting all floor levels with an angle of 3 degrees. Lateral wind forces and seismic forces are considered for this location and using ASCE 7-16. The 3-dimensional models are created using ETABS for analysis. The structural system of the building consists of a composite core system. The floor system consists of a post-tensioned concrete slab and the surrounding twisted columns are reinforced concrete. For the analysis of twisted tall building structures under lateral loads such as wind loads and seismic loads, the application of provisions and the behavior of prismatic and twisted tall building structures are discussed. In the study, it was found that the lateral stiffness of the twisted tall building under seismic loads is lower than that of the prismatic tall building.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
Turkish
تدمد: 2630-5712
Relation: https://dergipark.org.tr/tr/download/article-file/2601910; https://doaj.org/toc/2630-5712
DOI: 10.31796/ogummf.1163400
URL الوصول: https://doaj.org/article/6839a0f74e1346eeb9759f3e2b37c3b5
رقم الأكسشن: edsdoj.6839a0f74e1346eeb9759f3e2b37c3b5
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:26305712
DOI:10.31796/ogummf.1163400