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Bridge Design
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Bridge Design Sheet Music
The SOFiSTiK module portfolio is especially powerful and ver advanced analysis and design in all fields of bridge engineerin
Powerful graphical AutoCAD ®-based 3D pre-processing and parametric input enable the user to control and adjust the mo the calculation to any demand. Analysis with nonlinear effects economical influence line evaluation is possible. Seamless inte construction stage analysis, precamber determination and force optimization are available. Design code specific tasks ar ranging from a library of standard load models (road and railw design and serviceability checks and assessments. Interactive and numerical post-processing as well as open interfaces for result treatment are part of this package which is used worldw ing consulting engineering firms, contractors and project joint
Cross Sections and Geometry
• CABD-Technology: Parametric axis-based geometry input. formulas enable complex parametric modeling. • SOFiPLUS: 3D General AutoCAD-based pre-processing w meshing • Rhinoceros ® Interface: FE meshing for NURBS surfaces (fre • Parametric master cross sections • Cross Section Editor: AutoCAD-based cross section input • High-End sectional analysis for R/C, steel and composite s (Warping, FE cross sections) You're•Reading a Preview Consideration of sectional construction stages (in-situ concreting, composite shear etc.) Unlock full accessand withclosed a free trial. • Open sections • Non-effective areas (shear lag) • SteelWith and composite Download Free Trialclass 4 sections with automatic deter effective widths acc. t. EN 1993-1-5 • General stress output points (automatic and user defined) • Dedicated input wizard for standard bridge types (beam, slab and arch bridges)
General Features and Bridge Types
• 3D Finite Elements: Beam, shell, volume, cable, truss, sprin dampers with nonlinear material and geometric capabilities Sign up tobedding, vote on pile this elements, title • Elastic bedding, nonlinear analytica model for soil-structure interaction Useful Not useful • BIM/IFC 2x3 structural view interface (e. g. Dlubal RFEM/RS • Single or multi-web beam systems
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Pre- / Post-Tensioning
• TENDON: Prestressing of beam and shell structures • PT Editor and AutoCAD based tendon input • Full 3D geometry definition in plan, elevation and cross sec (cubic 3D spline) • Computation of stressing forces considering jacking seque slip, friction, wobble, primary and secondary effects • Jacking and construction sequences including partial prestre • Immediate bond • Unbonded tendons • Internal and external tendons • Library of prestressing systems • Tendon stress diagram
Loading
• SOFiLOAD-V: Library for traffic loads (road and railway) e.g TS/UDL/Special vehicle bridge loading, BS 5400 HA/HB ve AS M1600/S1600, US AASHTO, High-Speed Trains (ICE3, • Traffic-Loader Task: Graphical traffic load input • Free or element/node related general load definition • Settlement, temperature, wind, collision and support jackin • Load combinations according to selected standard • Lifeload evaluation acc. to groups of traffic loads Table 4.4a Project: Massetal Railway Bridge, Germany Owner: DB Netz AG Engineering: Obermeyer, SSF Ingenieure AG, Büchting + Streit AG
You're Analysis Reading a Preview
• ASE: 1st, 2 nd and 3rd order 3D FE analysis Unlock full access with a free trial. (linear, P-Delta and fully geometric nonlinear analysis) • ELLA: Influence lines and influence surfaces • HISOLV: parallel sparse and iterative solvers (Window Download WithHigh-End Free Trial • Eigenvalues • Earthquake and response spectra analysis • Soil-structure interaction • Nonlinear material models for R/C and steel • Nonlinear spring and damper elements • Contact elements for ILM • Implicit beam hinges with PMM-worklaws (Moment-Norma action) • Primary states for deformation and stress (“construction me Sign up to vote on this title • Time-step integration / Time history analysis Useful Not useful • Buckling analysis • Dynamic wind analysis • Moving loads (Rolling Stock)
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Design Code Checks
• SLS and ULS in general with reinforcement design, stress c decompression, crack widths, robustness, fatigue • Integrated design of all elements • Eurocodes EN 1992, 1993, 1994 and 1999 • National Annexes of Austria, Denmark, Finland, France, Ge Netherlands, Norway, Spain, Sweden, UK • DIN-FB 101, 102-104 • BS 5400 (opt. Hong Kong concrete model) • SIA 262 • AASHTO 2004, 2010 (LRFD), ACI 318-08, AISC 2005 • AS 5100 (Australia) • EHE (Spain) • IRC (India) • S-BRO 2004 (Sweden) • NBR 6118-2003 (Brasil) • TMH7 (South Africa) • SNIP 52.101-2003, II 01.03-89 (GOST Certificate) • Please contact us for latest code support information
Post-Processing
• WinGRAF: Graphical interactive post-processing for all resu • Result Viewer: Numerical post-processing (copy-and-paste similar) • Report Browser: Tabular print-out results You're•Reading a Preview SIR: Integration of FE shell results • Programming interfaces (VBA, C, C++, FORTRAN) Unlock full access with a free trial. • Excel interface /.pdf export
Download With Free Trial
Additional Features
• Pre-camber and shop forms • Push-Over analysis (ATC-40 and EC8 procedures) • Optimization of structural answers (cable forces, max. moment, min. displacement, etc.) • Formfinding of cable structures • Dynamic soil-structure interaction with Halfspace (SBFEM) • Hydration • Fire-Design Sign up to vote on this title • Nonlinear timestep analysis UsefulTheory useful Linear Not • Wave loading (e.g. (Airy), Stokes 5th order) • Dynamic wind properties for cross sections (incl. Scanlan-D • Dynamic wind for bridge aerodynamics (SOFiLOAD-DW)
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References
Project: Bridge over River IJssel Hanzelijn, The Netherla Architecture: Quist Wintermans Architekten BV Engineering: SSF Ingenieure AG, ABT BV adviseurs in boute
Project: Owner:
Khor Al Batah Bridge, Sur, Sultanate of Oman Ministry of Regional Municipalities, Environmen Resources Directorate General of Technical Affa Sultanate of Oman Engineering: schlaich bergermann und partner
Project: Promenade bridge, Nijmegen, The Netherlands Client: Community Nijmegen You're Architect Reading a Preview and Engineering: NeyPoulissen Architects & Engineers Unlock full access with a free trial.
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Project: Farris Bridge, Norway Arcitecture: L2 Arkitekter Engineering: Rambøll Norge AS
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1 Queensferry Crossing Unlock full access with a free trial. Client: Transport Scotland Contractor: Forth Crossing Bridge Constructors Download With Free Trial Andrä und Partner Design Joint Venture: Ramboll, Grontmij, Leonhardt, Independent Checker: AECOM, URS 2 Jamal Abdul Nasser Street Client: State of Kuwait Contractor: Rizzani de Eccher, Obrascon Huarte Laln S.A., Boodai Constructions w.l.l, Designer: Tony Gee and Partners (Asia) Ltd Construction Engineering: Deal Srl 3 Ponte Silogno, Italy Client: ANAS S.p.a. Engineering: STIGEA S.r.l.
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Buildings Bridges Tunneling
Outrigger Design for High-Rise
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Lightweight Structures Pre-/ Post-tensioning Geotechnics
Steel Construction Dynamics Computational Fluid Dynamic
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Buildings / Steel Construction Sheet Music
General Features/ Pre-processing • General 3D FE modelling • Beam, Shell, Volume, Cable, Truss, Spring and Pi Elements • Graphical pre-processing with AutoCAD ® (SOFiP Autodesk ® Revit® Structure (BIM) • Rhinoceros ® Interface: FE meshing for NURBS su (freeform areas) • IFC 2x3 structural view interface (e. g. Dlubal RFE • Cross-Section Editor in SOFiPLUS • Dialog based user interface (SOFiSTiK Structural • Thick-walled, thin-walled and FE cross sections • Arbitrary solid and plate-welded-sections • Graphical input for slab and beam post-t ensionin • Parametric input language (CADINP) • Interactive graphical post-processing and plotting • Tabular output / Excel interface /.pdf export • FE results export for SOFiCAD reinforcement deta BAMTEC
Analysis • Linear, 2nd-Order theory (P-Delta) and full geome analysis • Parallel sparse-solver (32- and 64-Bit, Windows a • Dynamic and b uckling eigenvalue analysis • Construction stage analysis • Tensile failure for elastic bedding • Soil-structure interaction with elastic halfspace and You're Reading• a Preview Nonlinear spring effects (crack, gap, yielding etc.) • Individual work laws for springs and hinges Unlock full access with a free trial. • Warping torsional degree of freedom for beams • Material nonlinear analysis for beams • Nonlinear RC material model for plate and shell el Download With Free Trial (realistic stiffness, crack prediction etc.) • Nonlinear layered shell element (e.g. steel plastific sandwich-glass, timber / OSB) • Global imperfections from scaled eigenmodes • Automatic determination of time-dependent effec (creep, shrinkage and relaxation) • Library of standard steel profiles with profile family • Heat transfer analysis
Loading/Sign Design-Features up to vote on this title • Mesh independent loading Useful Not useful • Load distribution surfaces/areas • Hydrostatic/Fluid loading • Wind loading ( EN 1991-1-4, SNIP and physical w
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Bridge Design
General • General 3D FE modelling • Beam, Shell, Volume, Cable, Truss, Spring and Pi Elements • Linear, 2nd order theory (P-Delta) and full geomet analyses • Parallel sparse-solver (32- and 64-Bit, Windows a • Influence line evaluation with automatic enveloping • Transverse influence lines for multi-girder and she • Dynamic and b uckling eigenvalue analysis • Linear and nonlinear construction stage analysis • Automatic determination of time-dependent effec shrinkage and relaxation) • Contact elements for ILM • Train and Rail - Bridge interaction (Rolling stock, U
Sheet Music
System/ Cross-Sections • Axis-based parametric input technology (CABD) • Graphical axis, cross-section, super- and substru modeling in SOFiPLUS • Automatic cross-section interpolation along bridg • Non-effective cross-sectional areas • Composite sections with shear connector • Cross-sectional construction stages Pre-/ Post-tensioning • Library of prestressing systems • Beam and shell prestressing You're Reading• aCubic Preview 3D spline geometry • Internal and external tendons Unlock full access with a free trial. • Friction loss calculation • Tensioning force diagrams
Download With Free Trial
Loading • Load models to DIN-FB101, EN 1991-2, BS 540 AASHTO, UIC • Automatic loadcase combinations and superposi • Automatic track division relative to axis • Evaluation of load groups • Temperature, bearing change, wind and impact
Yamuna Birdge at Wazirabad, India Architect: Ratan J. Batliboi, Mumbai Structural Engineering: schlaich bergermann und partner
Design • Ultimate limitup state checks (ULS) Sign to vote on this title • Serviceability limit state checks (SLS) Useful Not useful • Fatigue checks for reinforcement steel
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Tunneling / Geotechnics Sheet Music
General • Non-linear beam, plate or volume analysis includin • Interface and contact elements • Automatic Phi-c reduction • Construction or excavation phases ( TALPA CSG) • Load history • Combined systems and renovation • Seepage, groundwater flow (HYDRA) • Drained and undrained soil conditions • Earthquake and Dynamics (DYNA) • Analytical halfspace (HASE) – Halfspace stiffness according to the stiffness coef for 3D foundation simulation (soil–structure inte – Specification of soil parameters via bore profiles – Layer interpolation of soil properties – FE beams in the halfspace as extended piles limiting skin friction and pile foot load – Limitation of bedding stresses • Tunneling – Open construction (cut and cover) – New Austrian tunneling method – Pipe jacking, Underwater tunnels – Tunnel boring machine simulation – Sequential/segmental lining – Dynamic analysis (e.g. rockfall) – 3D volume systems • Geotechnics – Excavations You're Reading a– Preview Angled retaining walls (FIDES) – Dam analysis Unlock full access with a free trial. – Slope failure – Hydraulic heave – PiledTrial foundations Download With Free – Dynamic soil-structure interaction (SBFEM) – Residual stress from heat of hydration – 3D settlement analysis
System input • SOFiPLUS (AutoCAD)/SOFiSTiK Structural Deskt • Parametric text input (CADINP) • WinTUBE (FIDES) Material modeling Sign up to vote on this title • Von Mises (optional viscoplastic) Useful Not useful • Drucker-Prager (optional viscoplastic) • Mohr-Coulomb • Lade’s law
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Dynamics Sheet Music
General • Parallel buckling and eigenvalue solver (32 and 6 • Methods: Simultaneous Vector Iteration and Lanc • Optional filtering for positive buckling values • Direct integration of equations of motion for timeods with arbitrary damping • Steady-state oscillations and excitation via spect • Consistent/diagonalized masses and damping m • Spring elements, boundary and FLEX elements • Damping elements (Rayleigh) • Library of response spectra (DIN 4149, EN 1998, SNIP, IBC etc.) • Artificial earthquake from energy, velocity and spectra • Sign compatible superpositioning of correspondi forces for spectra • SRSS and CQC superpositioning as well as abso • Harmonised CQC and SRSS superpositioning fo information • Stationary response with frequency spectra • Damping properties different for individual groups • Time-history with modal calculation and direct int
Advanced Dynamics • Rolling stock • Train-bridge interaction • Dynamic contact problems • Dynamic soil-structure interaction with Halfspace You're Reading• aLoad Preview functions for pedestrian loads • Determination of non-linear capacity spectra (Pus Unlock full access with a free trial. • Dynamic wind properties for cross sections (incl. Derivatives) • Production Download With Free Trialof artificial wind patterns for dynamic analysis in bridge construction
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Lightweight Structures / Membranes Sheet Music
Pedestrian Bridge Sassnitz, Germany Engineering: schlaich bergermann und partner
PGE Arena Gdańsk, Poland Architect: RKW Rhode Kellermann Wawrowsky Engineering Steel-Roof and Membrane: KBP Zoltowski
• Analysis of complete system with a combination of element types such as beams, plates, layers and s materials such as steel, glass, concrete and memb • User-defined work laws for materials and spring ele • Construction stages with primary loadcases • Full geometric nonlinear analysis • Ultimate load iteration • Plastic hinge simulation • Local and global stability checks (buckling / slender • Eigenvalues and Eigenforms • Global imperfections based on eigenforms • Buckling eigenvalues • Warping torsion • Cables with internal cable sag • Prestressing of arbitrary free-form shells • Membrane elements with compression failure and • Formfinding using FE method (i.e. interaction with s structural system) • Cutting pattern (TEXTILE)
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References
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1: Hospes Huerto del Emir Hotel, Murcia · Client: F.C.C. · Engineering: Calter Ingeniería, Madrid 2: BC Place Stadium, Vancouver · Architect: Stantec, Vancouver · Engineering: schlaich bergermann und partner 1 3: The Yas Hotel, Abu Dhabi · Architect: Asymptote Architecture, New York · Engineering Grid-Shell: schlaich bergermann und partner 4: Massetalbrücke · Client: DB Netz AG · Engineering: Obermeyer, SSF Ingenieure AG, 4 Büchting+Streit AG Sign up to vote on this title 5: SOFiSTiK FE System: Prestressed Flat Slab Useful Not useful 6: Earthquake Simulation Taiwan Highspeed Railway, Hochtief AG 7: Soil-Structure Interaction between existing Metro Tunnels and Media-Bridge Building, Munich 7 FE-Simulation: bwp Burggraf + Reiminger GmbH
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