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軟體簡介:

EngiSSol 2D Frame Analysis v1.1 Dynamic Edition 英文正式版(有限元法/對平面桁架進行靜態和動態分析的軟體)


中文化說明:

內容說明:
軟體簡介：一個使用有限元法，對平面桁架進行靜態和動態分析的軟體。
發佈說明：動態版本。

英文說明:
This is a very powerful, yet very easy to use, frame analysis program.

Features:
- Use of highly flexible, general, finite element method
- Static Analysis of Multi span beams, 2D Trusses and 2D Frames
- Unlimited number of Nodes and Beams
- 3 Degrees of freedom per Node, 6 per Beam
- Compatibility with any consistent system of units
- All type of boundary conditions (fixed, rollers, etc.)
- Bent support conditions with respect to the global coordinate system,
e.g. roller at 30 degrees in Node #4.(Nodal constraints in all directions)
- Separate Coordinate System for each node
- Rotational Springs
- Unlimited number of translational around a node (direction and stiffness
for each one)
- Consideration of any translational and rotational displacements of the
support conditions
- No need to define first Nodes and then Beams, Nodes are produced
automatically
- Consideration of thermal loads
- Ability to modify the beam material properties easily and fast
- Static Load is given with respect to the global or local system of each
beam or Node
- Quick release 1 to 3 degrees of freedom at the starting or ending node
of each beam in a user defined local coordinate system
- Vertical and Horizontal Distribution Load on beams
- Easy and interactive insertion of Arcs
- Quick drawing of the model in a user friendly environment
- Full GUI including zoom, pan, grid, snap options
- Calculation and Drawing of the deformed shape of the given model
- Analytical view of the results of analysis, the geometry, the static
model, the loads etc.
- Drawing of Diagrams of Axial and Shear Force and Bending Moment
- Scaling to above diagrams and the deformed model interactively
- Printings of analytical results, stress and displacements diagrams
- Library with the major steel section shapes as well as typical
concrete grades
- Option to perform static or dynamic analysis
- Dynamic Preferences, such as ending time of loading, integration step,
damping coefficient and initial speeds - displacements
- Ability to insert a math function of variable t (time) as the dynamic
load of each node, for example node 34: p(t) = 300*Sin(15*t), node 5:
p(t) = 5*x^3 + 2*x^2
- Ability to modify the loading table manually (columns - degree of
freedom, rows- time) in order to insert custom loadings p(t)
- Creation of non diagonal mass matrix
- Arithmetic calculation of all eigenvalues and eigenvectors
- Computation of the dynamic displacements and creation of graphs of
each node's displacements in the selected time span
- Drawing diagrams of Axial and Shear Force and Bending Moment and deformed
shape because of the dynamic loads at a specified time