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  • Sutong Bridge

    The total length of the crossing is 8,206m. The main bridge is a double-cable-plane, double-pylon steel box girder cable-stayedbridge.
    The central span of 1,088m will have a navigation clearance of 62m, which will allow fourth and fifth generation container ships to pass
    through in all weather. The bridge and its approaches will be of a six-lane expressway design, with a maximum speed of 100km/h.
    This sets a record of being the world’s longest cable stay bridge to date.

  • Company

    Jiangsu Communications Planning Institute

    Software and Solution

    midas Civil
    - Construction Stage Analysis with Time-Dependent Effects
    - Cable Tension Optimization
    - Geometric Nonlinear Analysis
    - Eigenvalue Analysis
    - Thermal Analysis
    - Buckling Analysis

  • Stonecutters Bridge

    The concept is for a cable-stayed bridge with a twin aerodynamic deck suspended from two 295m-high
    single pole towers. These towers will have bases measuring 24m x 18m tapering to 7m diameter at the top, and the deck will allow a navigation clearance of 73.5m over the full entrance to the Container Port.
    This sets a record of being the world’s 2nd longest cable stay bridge to date for which full erection engineering was carried out.

  • Company

    Ove Arup & Partners

    Software and Solution

    midas Civil
    - Construction Stage Analysis with Time-Dependent Effects
    - Cable Tension Optimization
    - Geometric Nonlinear Analysis
    - Eigenvalue Analysis
    - Thermal Analysis
    - Buckling Analysis"

  • Incheon 2nd Bridge

    The Incheon 2nd Bridge is a cable-stayed bridge of a steel deck box supported on two inverted Y-shape main concrete towers. In the model of this bridge the influence of the piled foundation has been included. This holds the record of being the world’s 3rd longest cable stay bridge to date

  • Company

    Seoyeong Engineering and Chodai Co., Ltd.

    Software and Solution

    midas Civil
    - Construction Stage Analysis with Time-Dependent Effects
    - Cable Tension Optimization
    - Geometric Nonlinear Analysis
    - Vehicle Load Optimization

  • Lange Wapper Bridge

    Antwerp, Belgium

    The bridge has two asymmetrically inclined pylons and a unique horizontally curved double-deck.The use of an inclined pylon form and a high deck bending stiffness, which is different from classic cable-stayed bridge design,was questioned but it was concluded that it showed the same mechanical behavior as a classic cable-stayed bridge.

  • Company

    C+E, TUDelft

    Software and Solution

    - Construction Stage Analysis
    - Cable Tension Optimization
    - Vehicle Load Optimization

  • Weirton-Steubenville Bridge

    The Weirton-Steubenville Bridge is an asymmetrical cable-stayed bridge with a single tower. The girders are I-shaped stell plate girders with skewed web at 10°. The 52 cables created a dual-plane system. The concrete deck is treated as a composite system. The tower is reinforced concrete with an inverted Y-shape. In addiction to the 3D analysis, a detailed analysis for the ancor black has been performed.

  • Company

    Michael Baker, Jr., Inc, USA

    Software and Solution

    midas Civil
    - Construction Stage Analysis
    - Cable Tension Optimization Detailed Analysis"

  • Sernyi Bridge

    The Sernyi Bridge is designed to be much curved in plan. 16 pairs of cable-stays are supporting the deck and 8 cable-stays connect the steel towers

  • Company

    Institute Strojprojec, Russia

    Software and Solution

    midas Civil
    - Static Analysis
    - Vehicle Load Optimization"