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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