Oregon Köprülerinde Hareket Halinde Tartma (WIM) Verileri Kullanılan Bir Güvenilirlik Analizi

Öz

Bu çalışmada Oregon köprüleri için bir güvenilirlik analizi gerçekleştirilmiştir. Çalışma kapsamında kompozit olmayan çelik kirişli, betonarme T kesit kirişli ve öngerilmeli beton kirişli köprüler göz önüne alınmıştır. Güvenilirlik indisleri, çeşitli kiriş açıklıkları ve aralıkları için hesaplanmıştır. Yüklemelerde Amerikan otoyol ve taşıma standartlarını belirleyen kurum olan AASHTO’nun HS20 yükü ve 5 yıllık değerlendirme zamanı kullanılmıştır. Çalışma kapsamında gerçek ortalama günlük trafik (ADTT) değerleri kullanılmıştır. Hesaplamalarda Oregon eyaletine ait dört tane trafik bölgesine ait hareket halinde tartma (WIM) verileri kullanılmıştır. Bu trafik bölgeleri dört adet ADTT değerine karşı gelmektedir. Bu durumlar  ADTT= 5,000, ADTT = 1,500 ve ADTT ≤ 500 değerlerine tekabül etmektedir. Bu çalışmanın mevcut  çalışmalardan farkı kullanılan WIM verilerinin oldukça fazla sayıda olmasıdır. Bir yıl boyunca toplanan WIM verileri kullanılmıştır. Analizler sonucunda güvenilirlik indislerinin farklı kiriş aralıkları ve açıkları için moment ve kesme kuvveti etkisine göre 2.4 ten 6.4 e kadar değiştiği görülmüştür. Bulunan değerler literatürde yer alan değerler ile karşılaştırılmıştır.

Anahtar Kelimeler

• Köprüler; Güvenilirlik Analizi; Hareket Halinde Tartma; Trafik

Reliability Analysis of Oregon Bridges Using WIM (Weigh-in-Motion) Data

Öz

In this study a reliability analysis was carried out for Oregon bridges. Different bridge types that are non-composite steel girder, reinforced concrete T-beam, and prestressed concrete girder bridges were considered. Reliability indices were calculated for various span lengths and girder spacing. Reliability indices were estimated for AASHTO HS20 design loading considering a five-year evaluation period. The actual average daily truck traffic (ADTT) values were used during the calculation. Four WIM sites from Oregon state were taken into account in the analysis. These sites correspond to three different levels of ADTT which are approximately ADTT= 5,000, ADTT = 1,500 and ADTT ≤ 500 cases. The distinction of this paper from the existing literature is the large amount of WIM data used in the analysis. The resulting reliability indices ranged from 2.4 to 6.4 for different span lengths, girder spacing, load effects (moment or shear), type of girder and ADTT level. These indices were compared with the existing ones presented in the literature. 

Anahtar Kelimeler

• Bridges,Reliability analysis,Weigh-in-Motion,Traffic

Kaynakça

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