Akışkan viskoz sönümleyicilerin bitişik nizamlı betonarme binalarda gerekli boşluk mesafesine etkisi

Year 2024, , 1231 - 1239, 15.10.2024

Esra Özer

https://doi.org/10.28948/ngumuh.1499280

Abstract

Çalışmada bitişik nizamlı betonarme binalarda akışkan viskoz sönümleyici (FVD) kullanımı ile geleneksel ankastre mesnetli modellere göre gerekli derz mesafesinin değişimi incelenmiştir. Ayrıca Türkiye Bina Deprem Yönetmeliği (TBDY-2018) hükümlerine göre önerilen gerekli derz mesafesinin yeterliliği irdelenmiştir. Bu amaç doğrultusunda 3 ve 7 katlı geleneksel ankastre mesnetli ve FVD sönümleyiciye sahip bitişik nizamlı konut binaları modellenmiştir. Yapısal elemanların ve FVD sönümleyicilerin doğrusal olmayan davranışı dikkate alınmıştır. Toplam 44 adet zaman tanım alanında dinamik analiz, spektrum uyumlu olarak seçilen 11 adet kayıt takımı kullanılarak ankastre mesnetli geleneksel model ve FVD sönümleyiciye sahip bitişik nizamlı modeller için toplam 44 adet zaman tanım alanında dinamik analiz yapılmıştır. Analizler sonucunda, FVD sönümleyici kullanımının gerekli derz mesafesini ankastre mesnetli modele göre ortalama %43.6 azalttığı görülmüştür. Ayrıca geleneksel ankastre mesnetli binalar için TBDY-2018’de önerilen boşluk mesafesinin %32.7 yetersiz kalırken, FVD kullanımı ile %42.2 güvenli tarafta kaldığı belirlenmiştir. Bu yönüyle yeni yapılacak veya güçlendirilecek mevcut bitişik nizamlı binalar için FVD sönümleyici kullanımının çekiçleme etkilerinin önlenmesi veya azaltılması için efektif bir alternatif olabileceği sonucuna varılmıştır.

Keywords

Akışkan viskoz sönümleyici, Bitişik nizam, Gerekli derz mesafesi, Doğrusal olmayan zaman tanım alanında analiz

The effect on required gap distance in adjacent reinforced concrete buildings of fluid viscous dampers

Abstract

In the study, the change in the required gap distance with the use of fluid viscous damper-(FVD) in adjacent reinforced concrete buildings compared to traditional fixed-base models was examined. Additionally, the adequacy of the required gap distance recommended respect to the provisions of the Turkish Building Earthquake Code-(TBEC-2018) was examined. For this purpose, 3- and 7-story residential buildings with conventional fixed-base and FVD dampers were modelled. Nonlinear behavior for structural elements and FVD dampers was considered. A total of 44 nonlinear time history analysis was carried out for the conventional model with fixed-base and with FVD dampers adjacent model, using 11 ground motion pairs selected as spectrum compatible. As a result of the analysis, it was calculated that the use of FVD damper reduced the required gap distance by average of 43.6% compared to the fixed-base model. Additionally, it was determined that while the gap distance recommended in TBDY-2018 was 32.7% insufficient for fixed base buildings, was 42.2% remained on the safe side with the use of FVD. In this respect, it has been concluded that the use of FVD dampers can be an effective alternative to prevent or reduce the effects of pounding for existing or new adjacent buildings.

Keywords

Fluid viscous damper, Adjacent Building, Required gap distance, nonlinear time-history analysis

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