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TOWER STRUCTURAL
ANALYSIS AND DESIGN
- TSE TOWER : Design of steel transmission structures such as transmission latticed towers and electrical substations according to ASCE 10-15.
- TSE TELECOM : Design of steel telecommunication structures, self-supporting towers, guyed masts according to ANSI/TIA-222-H and CSA S37-18.
- TSE POLE : Design of transmission tubular poles and multi-poles frames according to the ASCE/SEI 48-11. Design of base plates and anchorage bolts.
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TSE Tower Structural Engineering Software
The Tower Structural Engineering Software is an integrated analysis and design software for structural engineering. The software accounts for advanced structural analysis and design of steel latticed transmission towers, electrical substations, tubular poles, multi-poles frames and telecommunication structures such as self-supporting towers and guyed masts.
This engineering software solution is used worldwide by several notable international companies in production work for building innovative tower structures. The TSE is a robust and reliable structural software based on more than 33 years of Research and Development.
TSE SOFTWARE
FULLY INTEGRATED TECHNOLOGY
Enhance productivity with an integrated technology.
DESIGN CODES
Profit from a technology tailored to enhance the application of the supported codes.
ADVANCED FEATURES
Ensure better productivity to achieve complex structural projects.
OUTSTANDING TECHNICAL SUPPORT
Take advantage of support provided by structural engineers.
Free Demo Video
See for yourself the powerful features of the TSE Tower Structural Engineering – Advanced Analysis and Design software.
TSE SOFTWARE PACKAGE
TSE TELECOM
Design of steel telecommunication structures, self-supporting towers, guyed masts according to ANSI/TIA-222-H and CSA S37-18.
TSE TOWER STRUCTURAL ENGINEERING
Specifications
ADVANCED ANALYSIS FEATURES
The Tower Structural Engineering software is a technology built on a powerful user-friendly interface offering comprehensive analysis options and intuitive modeling features.
The advanced structural analysis of the TSE software allows the user to achieve specialized analyses crucial to any projects related to the tower industry.
- FEA Finite Elements Analysis
- Static Analysis
- Linear and Nonlinear Analysis
- P-Delta Analysis
- Natural Frequency Analysis
- Static Equivalent
- Seismic and Dynamic Analysis
- Time-History Analysis
- Modal Analysis
- Spatial Objects and Spatial Loads
- Buckling Analysis
- Spectral Analysis
- Advanced Section Stress
- Torsion and Warping
- Built Up Sections
- Catenary Cables
- Diaphragm Analysis
- Notional Horizontal Loads
- Loads and Load Combinations
SIESMIC AND DYNAMIC ANALYSIS
Automated simplified method of the building codes (NBCC and IBC)
Seismic response spectrum, seismic time-history and dynamic time-history analysis
Customized response spectrums and accelerograms
Fully customizable analysis parameters
Maximal response using CQC and SRSS methods
Automated or user defined damping
Graphical display of response spectrums and accelerograms
User defined incidence angle of seismic loads and vertical components
Customized analysis and output time steps
Time refined results can be provided for selected parts of the models
Automated or custom determination of the signs of deformations provided by the maximum response methods
Additional masses can be added to the model by way of static loads
Seismic loads (spectrum or accelerogram) and dynamic loads (sinusoidal, general load functions and random load functions)
Multiple seismic and dynamic loads can be combined together in a single analysis
Base shear calibration according to the selected building code
Possibility to define several seismic loads and account for eccentricities between the center of stiffness and the center of mass
Graphical display of the center of stiffness and the center of mass and seismic forces at floors
Account for accidental eccentricities
Account for the I, F and R coefficients of the NBCC and IBC code in spectral and time-history analysis
SPATIAL OBJECTS AND SPATIAL LOADS
Spatial objects are used to model non-structural secondary elements attached to the structure. These elements add no stiffness to the existing model. Loads applied to spatial objects are transferred to the structure through one or more attach joints. The loads are transferred using a “rigid plate” approach.
Concentrated, pressure and wind loads may be applied to spatial objects. The figures below shows a spatial object loaded vertically and horizontally attached to a cantilever column. Also, it shows the deformations and biaxial moments induced by the loads transferred by the spatial object.
CATENARY CABLES
The catenary cable element is a highly non-linear element used to model the catenary behavior of a cable suspended between two points under the effect of its self-weight. This formulation accounts for the non-linearity due to large displacements.
A cable has no bending, shear, compression or torsion stiffness. Due to this fact, the fixities at the ends are ignored; the cable is always treated as member acting in tension only.In the interface of the TSE, the user can create a catenary cable by associating a cable type section to a member.
The catenary cable element is a highly non-linear element used to model the catenary behavior of a cable suspended between two points under the effect of its self-weight. This formulation accounts for the non-linearity due to large displacements.
A cable has no bending, shear, compression or torsion stiffness. Due to this fact, the fixities at the ends are ignored; the cable is always treated as member acting in tension only.In the interface of the TSE, the user can create a catenary cable by associating a cable type section to a member.
DIRECT ANALYSIS METHOD
Direct Analysis Method (DAM) available for AISC 360-16 and AISC 360-10 standards. The options for the Stability Design Method are Direct Analysis Method (DAM) and Effective Length Method (kL).
Direct Analysis Method (DAM) available for AISC 360-16 and AISC 360-10 standards. The options for the Stability Design Method are Direct Analysis Method (DAM) and Effective Length Method (kL).
TORSION AND WARPING
The TSE software considers restrained warping for the torsion of thin-wall open sections. Notice that this phenomenon is not included in most commonly used frame analysis programs. Almost all frame programs in practice use St-Venant torsion theory ignoring the effects of restrained warping.
LOADS AND LOAD COMBINATIONS
The software allows the user to create load combinations.
A load combination results in an algebric combination of distinct basic loads.
Each basic load is multiplied by a load factor. The resulting load combination acts on the structure to generate a specific structural response.
The load combination wizard in the program also allows creating load patterns.
The load combination wizard generates load combinations according to NBCC, UBC, ASCE 7, BOCA, Eurocode and ECC.
Loading for joints, members including concentrated, uniform, trapezoidal and thermal loads.
Pressure or concentrated floor loads with two-way, one-way and truss distribution using triangular or quadrilateral surfaces.
Pressure or concentrated loads on finite element plates.
Gravity loads in any global direction calculated by the program.
Imposed displacements at any joint.
User defined load combinations.
The software allows the user to create load combinations.
A load combination results in an algebric combination of distinct basic loads.
Each basic load is multiplied by a load factor. The resulting load combination acts on the structure to generate a specific structural response.
The load combination wizard in the program also allows creating load patterns.
The load combination wizard generates load combinations according to NBCC, UBC, ASCE 7, BOCA, Eurocode and ECC.
Loading for joints, members including concentrated, uniform, trapezoidal and thermal loads.
Pressure or concentrated floor loads with two-way, one-way and truss distribution using triangular or quadrilateral surfaces.
Pressure or concentrated loads on finite element plates.
Gravity loads in any global direction calculated by the program.
Imposed displacements at any joint.
User defined load combinations.
INTUITIVE MODELING FEATURES
Local coordinate systems
Linear or circular lines of constructions for model creations
Automated commands for model creation such as move, rotate, extrude, copy, attach, subdivide and others
Models can be edited either graphically or by means of spreadsheets
Element can be created in batch or one by one
Elements of the models can be selected either graphically or according to a set of criterions
Persistent groups of selected objects can be created and edited graphically or by means of spreadsheets
Definition of physical members
Selection and edition of physical members
Definition of loading surfaces
Multiple edition grids with user defined spacing, angles and labels
Powerful edition and automatic generation tools
Members can be subdivided in any number of equal segments or at specific positions
Similar connected members can be merged together
Elements of the structure can be renumbered according to several criterions
Element attributes can be set graphically or by means of spreadsheets (sections, analysis parameters, rotation angles, etc.)
Element attributes can be edited in batch or element by element
Loads can be edited graphically or by means of spreadsheets
Contour lines for finite element plates with customized bounds
Wizard based geometry generation
A large number of pre-defined frames
Circular and parabolic arches
Cylinders and cones composed of beams and/or plates
Physical elements concept to group different elements
Surfaces can be used for load transfer and self-weight calculation
Surfaces can be used to simulate diaphragm effects
EXTENSIVE PROFILE TYPES AND LIBRARIES
Standard sections (CISC, AISC and European)
Custom section libraries
Non-standard sections (over 30 shapes available)
Truss and pre-tensioned cable sections
User defined section properties
Composite sections are available
GEOMETRIC CALCULATOR
Wizard based geometry generation
Large number of pre-defined frames
Over 30 pre-defined trusses
Circular and parabolic arches
Cylinders and cones composed of beams and/or plates
DISPLAY FEATURES
The program manages to scale the size of the various pictures including toolbar buttons in order to make the user interface easy to use on every monitor, even on very high resolution monitors.
3D solid display of all section shapes.
Ultra-fast 3D visualization in wire frame or solid modes.
Customized display of all graphical objects.
Partial model visualization.
Results can be displayed on screen for the whole or a part of the structure.
Results can be displayed for each element separately by means of graphics and numerical results spreadsheets.
Results can be displayed for a set of elements by means of numerical results spreadsheets.
3D solid display of all section shapes.
Ultra-fast 3D visualization in wire frame or solid modes.
Customized display of all graphical objects.
Partial model visualization.
Results can be displayed on screen for the whole or a part of the structure.
Results can be displayed for each element separately by means of graphics and numerical results spreadsheets.
Results can be displayed for a set of elements by means of numerical results spreadsheets.
Graphical display of seismic and dynamic analysis results
Model size limited only to the physical capacity of the computer
Objects transparency for various components such as current selection, solid members, plates, surfaces, spatial objects, panels.
The level of transparency may be customized for each type of object from the Display Options command.
Functionalities of the TSE program allow to generate automatically detail elements in an automatically generated mesh perimeter.
These functionalities are specifically related to the refinement area, the opening, the linear constraint and the punctual constraint. All detail elements added to the TSE model will be automatically connected to the finite element mesh.
The mesh perimeter will also connect any elements already in the model to the mesh perimeter automatically if they are in the plane of the mesh contour.
Comprehensive Reports Provided
Results can be visualized either graphically or numerically
Input data and results may be printed for the whole structure or partial structures using a graphical selection or a range of elements
Customized list of input data and results to be printed
Input data and results may be printed for the whole structure or partial structures using a graphical selection or a range of elements
Customized list of input data and results to be printed
Reports are available in several formats including SAFI™ reports, Microsoft Excel worksheets, Microsoft Access databases and ASCII text files
All graphics can be printed or copied to the clipboard for use in external programs
All graphics can be printed or copied to the clipboard for use in external programs
FILE IMPORT AND DATA EXCHANGE
IFC (INDUSTRY FOUNDATION CLASSES)
The integration of IFC in the TSE program enables importation of models from a large number of architectural and structural software.
IFC (Industry Foundation Classes) is an open and neutral data format allowing the definition of related classes to all construction objects. It is dedicated to the building sector and aims to software interoperability (all editors, all applications).
IFC is the most widely used protocol for information exchange and sharing between different platforms of BIM (Building Information Modeling).
AutoCAD interface to import and export models by way of a DXF file
The SDNF (Steel Detailing Neutral File) interface exports beams, columns and braces to SDNF compatible detailing software
The KISS (Keep It Simple Steel) interface exports beams, columns and braces to KISS compatible estimation softwares
IFC-Architecture interface for importing models from Revit or other IFC compliant programs.
If required, members subdivision and account for physical elements will be carried out automatically The solid view of the structure may also be exported when exporting to AutoCAD
The SDNF (Steel Detailing Neutral File) interface exports beams, columns and braces to SDNF compatible detailing software
The KISS (Keep It Simple Steel) interface exports beams, columns and braces to KISS compatible estimation softwares
IFC-Architecture interface for importing models from Revit or other IFC compliant programs.
If required, members subdivision and account for physical elements will be carried out automatically The solid view of the structure may also be exported when exporting to AutoCAD
Advanced Analysis
The advanced structural analysis of the TSE software allows the user to achieve specialized analyses crucial to any projects related to the construction industry.
Community builder
We develop our suite of structural software in a collaborative spirit with our customers to create innovative structural technologies tailored to their needs.
Unit Systems
Metric, imperial and mixed units systems are allowed and can be modified at any time.Reports are printed according to any unit system.
Easy to use interface
The software is a technology built on a powerful user-friendly interface offering comprehensive analysis options and intuitive modeling features.
Outstanding support
Our technical team consist of experienced structural engineers providing relevant and effective support.
Multilingual & translatable
The TSE software is currently available in both English and French and can be translated to any other languages. This includes all documentation, tutorials and user guides.
GET IN TOUCH WITH US
Complete this form to have a TSE expert contact you to answer all questions you may have and discuss any of your needs.
CONTACT
- SAFI Quality Software, Inc.
-
CANADA CORPORATE OFFICE
3393 Sainte-Foy Road, Quebec City
QC, G1X1S7
CAN - [email protected]
- (TOLL FREE USA & CAN) 1 800.810.9454
- + 1 418.654.9454
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