0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Sazlidere Bridge Wind Tunnel Testing Assisted Design

 Sazlidere Bridge Wind Tunnel Testing Assisted Design
Author(s): , , , ,
Presented at IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023, published in , pp. 936-943
DOI: 10.2749/istanbul.2023.0936
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.59 MB

In the context of the Northern Marmara Motorway Section 8 Project, a new cable-stayed bridge, the Sazlidere Bridge, is being designed and works have already started on site. To support this fast-pa...
Read more

Bibliographic Details

Author(s): (RWDI, Unit 1 Tilers Road, Milton Keynes, MK11 3LH, United Kingdom)
(RWDI, via Thaon di Revel 21, 20159, Milano, Italy)
(RWDI, via Thaon di Revel 21, 20159, Milano, Italy)
(RWDI, 600 Southgate Drive, Guelph, ON N1G 4P6, Canada)
(RWDI, 600 Southgate Drive, Guelph, ON N1G 4P6, Canada)
(RWDI, 600 Southgate Drive, Guelph, ON N1G 4P6, Canada)
(Rönesans Holding, Atatürk Bulvarı No:144-146 Protokol Yolu Çankaya, Ankara 06640, Türkiye)
(Rönesans Holding, Atatürk Bulvarı No:144-146 Protokol Yolu Çankaya, Ankara 06640, Türkiye)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023
Published in:
Page(s): 936-943 Total no. of pages: 8
Page(s): 936-943
Total no. of pages: 8
Year: 2023
DOI: 10.2749/istanbul.2023.0936
Abstract:

In the context of the Northern Marmara Motorway Section 8 Project, a new cable-stayed bridge, the Sazlidere Bridge, is being designed and works have already started on site. To support this fast-paced project, RWDI is collaborating with the design team and providing wind engineering services. The activities employ wind tunnel experiments and are focused on two main aspects: aerodynamic stability of the bridge and the risk of wind-induced overturning of large lorries crossing the bridge. With respect to aerodynamic stability, limited tests on a sectional model of the bridge deck were performed in one of RWDI’s wind tunnels using a state-of-the-art sectional model test rig. Testing of a full bridge aeroelastic model with relevant topography was also conducted allowing for the simulation of atmospheric turbulence from any wind direction. This testing was used primarily to verify the aerodynamic stability of the structure for various wind directions and to measure the buffeting response of the bridge to turbulent winds. Further wind tunnel testing on a small-scale rigid transport lorry model was completed to measure the aerodynamic force and moment coefficients of the vehicle as a function of wind direction. These data were combined with a numerical model for the roll-over stability of high-sided vehicles to calculate critical wind speeds versus wind direction for lorries driving along the central span of the bridge.

Keywords:
cable-stayed bridge sectional and aeroelastic model wind tunnel testing vehicle rollover study

Structures and Projects