Soil-Structure Analyses of Cable-Supported Bridges under Multiple-Support Excitation

Yıl 2023, , 1 - 34, 01.03.2023

Hüseyin Kartal , Kurtuluş Soyluk

https://doi.org/10.18400/tjce.1224420

Öz

In this study, it is intended to compare the dynamic behavior of suspension and cable-stayed bridges for equal center span lengths. For this purpose, a suspension and a cable-stayed bridge with center spans of 1000 m are designed so that a realistic comparison can be made. Then, uniform and multiple-support ground motions are applied to the bridges to determine their dynamic responses. Nonlinear time history analyses are carried out for cases where the soil-structure interaction is taken into account and ignored. The results show that the multiple-support excitation as well as the soil-structure interaction generally increase the structural responses for both bridge models. On the other hand, depending on the uniform and multiple-support motions, the sensitivity of each bridge model is explored.

Anahtar Kelimeler

Cable-stayed bridge, suspension bridge, multiple-support excitation, soil-structure interaction, Asma köprü, eğik kablo askılı köprü, mesnetlerinden farklı yer hareketi, yapı-zemin etkileşimi

Mesnetlerinden Farklı Yer Hareketi Etkisindeki Kablo Destekli Köprülerin Yapı-Zemin Etkileşim Analizi

Öz

Bu çalışmada eşit merkez açıklığa sahip asma ve eğik kablo askılı köprülerin dinamik davranışının karşılaştırılması amacıyla önce merkez açıklığı 1000 m olan bir eğik kablo askılı köprü ile bir asma köprü sistemi tasarlanmıştır. Tasarımı yapılan köprülerin dinamik davranışlarını incelemek için köprülere üniform ve mesnetlerinden farklı yer hareketi uygulanıp, yapı-zemin etkileşiminin dikkate alındığı ve ihmal edildiği durumlar için zaman-tanım alanında doğrusal olmayan analizler gerçekleştirilmiştir. Çalışma sonucunda, mesnetlerinden farklı yer hareketi uygulamasının ve yapı-zemin etkileşiminin her iki köprü modelinde de yapısal tepkileri genel olarak arttırdığı gözlenmiştir. Bunun yanında, üniform ve mesnetlerden farklı yer hareketi uygulanmasına bağlı olarak hangi köprü sisteminin daha fazla etkilendiğine ilişkin değerlendirmelerde bulunulmuştur.

Anahtar Kelimeler

Cable-stayed bridge, suspension bridge, multiple-support excitation, soil-structure interaction, Asma köprü, eğik kablo askılı köprü, mesnetlerinden farklı yer hareketi, yapı-zemin etkileşimi

Kaynakça

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