TY  - JOUR
T1  - Akışkan viskoz sönümleyicilerin bir konut binasının performansı üzerindeki etkileri
TT  - The effect of fluid viscous dampers on performance of a residential building
AU  - Özer, Esra
PY  - 2024
DA  - October
JF  - Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi
PB  - Pamukkale Üniversitesi
WT  - DergiPark
SN  - 2147-5881
SP  - 650
EP  - 659
VL  - 30
IS  - 5
LA  - tr
AB  - Bu çalışmada, burulma düzensizliğine sahip orta yüksekliktekigeleneksel betonarme bir binada, doğrusal ve doğrusal olmayanakışkan viskoz sönümleyiciler (FVD) kullanılarak sismik performansındeğişimi incelenmiştir. Analizlerde kullanılan betonarme binamodelleri üç boyutlu(3B) ve beş katlı olarak tasarlanmıştır. Modellerinyapısal elemanlarında doğrusal elastik olmayan davranış dikkatealınmıştır. Spektrum uyumlu 11 adet gerçek ivme kayıt takımıkullanılarak toplam 66 adet çift yönlü doğrusal olmayan zaman tanımalanında dinamik analiz yapılmıştır. Akışkan viskoz sönümleyicilerindoğrusal ve doğrusal olmayan sismik davranışları, ankastre mesnetlimodel ile karşılaştırılmıştır. Bu karşılaştırmalar, tepe yer değiştirmeoranları, katlar arası göreli öteleme oranları, burulma düzensizlikkatsayısı ve mutlak ivme parametreleri kullanılarakgerçekleştirilmiştir. Bina yüksekliği boyunca çapraz olarak uygulananFVD sönümleyiciler, ankastre mesnetli modele göre sismik taleplericiddi oranda azaltmıştır. Ayrıca, yapısal eksantrisiteden kaynaklananburulma düzensizliği FVD kullanımı ile ihmal edilebilecek düzeyeindirgenmiştir. En iyi sismik performans doğrusal elastik olmayanakışkan viskoz sönümleyicinin (NFVD) kullanıldığı modelde eldeedilmiştir.
KW  - Akışkan viskoz sönümleyici-FVD
KW  - Burulma
düzensizliği
KW  - Zaman tanım alanında analiz
N2  - In this study, the change of seismic performance was investigated byusing linear and nonlinear fluid viscous dampers (FVD) in a mid-riseconventional reinforced concrete (RC) building with torsionalirregularity. Analysis models were designed as three-dimensional (3D)and 5-story. In the structural elements of the models, nonlinear behaviorwas taken into account. A total of 66 bi-directional nonlinear timehistory dynamic analyzes were performed using 11 spectrumcompatible real earthquake record sets. Linear and nonlinear seismicbehavior of fluid viscous dampers were compared with the fixed-basemodel. These comparisons were made using roof drift ratios, interstorydrift ratio, torsion irregularity coefficient and absolute accelerationparameters. The FVD dampers applied diagonally through the height ofthe building significantly reduced seismic demands compared to thefixed-base model. In addition, the torsional irregularity caused bystructural eccentricity was reduced to negligible level by using FVE DİĞ.The best seismic performance was obtained using nonlinear fluidviscous damper (NFVD).
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UR  - https://dergipark.org.tr/tr/pub/pajes/issue//1575531
L1  - https://dergipark.org.tr/tr/download/article-file/4323391
ER  -