51
Engineering analysis and design software 1 LUSAS for Cable Stayed Bridges

Engineering analysis and design software8520627.s21d-8.faiusrd.com/61/ABUIABA9GAAg3pve0...Why LUSAS for cable stayed bridges? •Full linear and nonlinear analysis •Global and localised

  • Upload
    others

  • View
    5

  • Download
    0

Embed Size (px)

Citation preview

  • Engineering analysis and design software

    1LUSAS for Cable Stayed Bridges

  • LUSAS for Cable Stayed Bridges

    Marketing DepartmentLUSAS

    Software Information

  • Why LUSAS for cable stayed bridges?

    • Full linear and nonlinear analysis • Global and localised modelling of the structure• Full modal analysis on all, or parts of structure • Time step linear and nonlinear dynamics • Lumped mass modelling • Model proper cable analysis/behaviour • Staged construction modelling/analysis • Model differing degrees of member connectivity• Model damping of all, or parts of the structure

    3LUSAS for Cable Stayed Bridges

  • Cable tuning analysis

    • Cable tuning facility calculates the initial equilibrium state.– Where the dead load of the structure and the forces in the cable

    combine together to produce a structure that is at rest in the correct location.

    LUSAS for Cable Stayed Bridges 4

  • Cable tuning

    5LUSAS for Cable Stayed Bridges

  • Cable tuning in action

    6LUSAS for Cable Stayed Bridges

  • Staged construction modelling

    • Only one model file need be created to carry out an analysis of every stage of construction or dismantling

    • Activate / deactivate model features and associated attributes

    • Evaluate structural changes, load applications, and effects of geometric and material nonlinearity, and time-dependent material effects .

    • Produce construction history tables

    7LUSAS for Cable Stayed Bridges

  • Time-stage analysis - Facilities

    • Tree Definition of Time-Stages• Stages easily modified• View stages individually or

    create animations• Stages can be activated and de-

    activated

    8LUSAS Post-tensioning and time stage analysis

  • Time-stage analysis - Facilities

    • CEB-FIP Creep Model available

    – Allows creep recovery• Define of age of concrete

    and striking time• General creep models for

    other materials

    9LUSAS Post-tensioning and time stage analysis

  • Construction history tables• Allow for planning of construction dimensions to ensure final structure is the

    shape required.• Also provide expected displacements when carrying out a dismantling analysis• Use for any type of structure• Specify points and loadcases of interest

    – Time dependent effects (e.g. creep) can be included• Produce:

    – Camber Table– Displacement History Table– Incremental Displacement History Table– Example tables follow

    New facilities and improvements in LUSAS Version 15.1 1010LUSAS for Cable Stayed Bridges

  • Construction table reportingCamber table (absolute values)

    Displacement history (absolute values)

    Incremental displacement (relative values)

    New facilities and improvements in LUSAS Version 15.1 1111LUSAS for Cable Stayed Bridges

  • Construction table – in use

    New facilities and improvements in LUSAS Version 15.1 1212LUSAS for Cable Stayed Bridges

  • Paseo Bridge (Demolition)

    13LUSAS for Cable Stayed Bridges

  • Paseo Bridge (Demolition)

    14

    Animations of cable lowering sequenceThe latter stages of the demolition modelling

    LUSAS for Cable Stayed Bridges

  • Paseo Bridge (Demolition)

    • Localised modeling

    15

    Tower base modelling

    LUSAS for Cable Stayed Bridges

  • Bagley Street Pedestrian Bridge

    16LUSAS for Cable Stayed Bridges

  • Bagley Street Pedestrian Bridge

    17LUSAS for Cable Stayed Bridges

    Representative time-history graphs produced from LUSAS analyses

  • Bagley Street Pedestrian Bridge

    18LUSAS for Cable Stayed Bridges

    Bending moment in pylon for a specific construction stage Vertical displacement in

    top and bottom of steel box girder for a specific construction stageLongitudinal stress in steel box girder

    for a specific construction stage

  • Red Gate Pedestrian Bridge

    19LUSAS for Cable Stayed Bridges

  • Red Gate Pedestrian Bridge

    20LUSAS for Cable Stayed Bridges

  • Red Gate Pedestrian Bridge

    Benesch

    21LUSAS for Cable Stayed Bridges

    Pedestrian excitation

  • Wichita Footbridges

    22LUSAS for Cable Stayed Bridges

  • I-70 Mississippi River Bridge

    23LUSAS for Cable Stayed Bridges

  • Bob Kerrey Pedestrian Bridge

    24LUSAS for Cable Stayed Bridges

  • LUSAS for Cable Stayed Bridges 25

    Trinity River Corridor Bridges

    Margaret Hunt Hill BridgeTrinity River Corridor ProjectDallas, Texas

    LUSAS staged construction model

  • LUSAS for Cable Stayed Bridges 26

    Trinity River Corridor Bridges

    Horseshoe Project,Margaret McDermott Bridge

  • Lake Champlain

    27LUSAS for Cable Stayed Bridges

    Preliminary nonlinear buckling analysis

    Preliminary stress analysis

  • West 7th St Bridge

    “First Bridge of its kind in the world”

    28LUSAS for Cable Stayed Bridges

  • West 7th St Bridge

    Construction sequence modelling for a single span

    Eigenmode analysis for a three lane loading assessment

    Arch modelling methodology

    29LUSAS for Cable Stayed Bridges

  • I-94 Gateway Bridge

    30LUSAS for Cable Stayed Bridges

  • Other cable stayed bridge projects…

    31

    Mersey Gateway ProjectQueensferry Crossing West Gate Bridge upgrade

    31

    Baker BridgeCathedral Green FootbridgeMediaCity Footbridge

    LUSAS for Cable Stayed Bridges

  • Queensferry Crossing

    32LUSAS for Cable Stayed Bridges

    Ongoing project under construction

  • Mersey Gateway Bridge

    33LUSAS for Cable Stayed Bridges

    Ongoing project under construction

  • West Gate Bridge (Upgrade)

    Modelling of construction loading

    34LUSAS for Cable Stayed Bridges

  • West Gate Bridge, (Upgrade)

    LUSAS model showing the permanent load deflection

    and cable creep

    Live load modelling

    Detailed modelling around cable anchorage

    Stresses in anchorage plates

    Analysis of bulb flat stiffened section of box

    Bulb flat stiffened plates showing different types of strengthening

    35LUSAS for Cable Stayed Bridges

  • MediaCity Footbridge

    Ramboll

    Pedestrian swing bridge36LUSAS for Cable Stayed Bridges

  • Cathedral Green Footbridge

    Asymmetric cable stayed swing bridge37LUSAS for Cable Stayed Bridges

  • Baker Bridge

    Hyder Consulting

    38LUSAS for Cable Stayed Bridges

  • Redhayes Bridge

    Parsons Brinckerhoff

    39LUSAS for Cable Stayed Bridges

  • Navvies Bridge

    40LUSAS for Cable Stayed Bridges

  • Navvies Bridge

    41LUSAS for Cable Stayed Bridges

  • Bridge over River Labe

    42LUSAS for Cable Stayed Bridges

  • Gwangyang Bridge

    Envico Consultants43LUSAS for Cable Stayed Bridges

  • Storebaelt Bridge

    De Miranda Associati44LUSAS for Cable Stayed Bridges

  • Namdo Bridge

    Sambo Engineering Co Ltd45LUSAS for Cable Stayed Bridges

  • Royal Victoria Dock Footbridge

    Techniker46LUSAS for Cable Stayed Bridges

  • Hungerford Bridge

    47LUSAS for Cable Stayed Bridges

  • Novisad Swing Bridge

    Cable stayed swing bridge48LUSAS for Cable Stayed Bridges

  • Gifford

    Dee River Crossing

    49LUSAS for Cable Stayed Bridges

  • So why use LUSAS?

    • One software package. Any structure. One solution.– Cost-effective structural analysis including soil-structure interaction

    • Feature-based modelling– Global and local modelling; mix element types in the same model

    • Advanced nonlinear analysis– Geometry, material and contact modelling

    • Customisation / Productivity– LUSAS Programmable Interface

    • LUSAS is a trusted provider to industry leaders– and LUSAS Technical Support is simply “The best in the business”

    LUSAS for Cable Stayed Bridges 50

  • Engineering analysis and design software

    Bridgeengineering

    Civil and Structural engineering

    Compositesengineering

    Specialist Applications

    General mechanical engineering

    Teaching and Research

    Find out more at www.lusas.com