Title: GSA 8'4 New Features
1GSA 8.4 New Features
2General New Features
3General Version identification
4General Version identification
5General Version identification
6General Version checking
7General Version checking
8General History
9General History
10General History
11General Technical FAQ
12GSA 8.4 New Features
13GSA 8.4Analysis Features
14GSA 8.4 Piled Raft Analysis
- Piles are modelled in the model of the structure
(the GSA model) using a string of beam elements - The soil is modelled as Pdisp (né Vdisp) data
(via GSA), in the same way as for non-piled rafts - The nodes down the length of the piles are
associated with the soil model using the Pile
Interaction table
15GSA 8.4 Piled Raft Analysis
16GSA 8.4 Piled Raft Analysis
- Pile interaction numbers and pile interaction
areas can be 'labelled' at nodes - The analysis of piled rafts is requested in the
same way as for non-piled rafts - method
17GSA 8.4 Piled Raft Analysis
18GSA 8.4 Piled Raft Analysis
- Soil Nodal Results now include Contact Pressures
and Interaction Areas per direction - these can also be contoured
19GSA 8.4 Piled Raft Analysis
20GSA 8.4 Bridge Analysis
- Full carriageway load optimisation to Eurocode
- method
- Lane-by-lane load optimisation to Eurocode
Australian code
21GSA 8.4 orthotropic soap-film form-finding
- Soap-film form-finding analysis using different
pre-stress in x y directions for 2D elements
Currently, pre-stresses same in x y
directions occasionally causes necking problem
22GSA 8.4 orthotropic soap-film form-finding
- Soap-film form-finding analysis using different
pre-stress in x y directions for 2D elements
Using higher pre-stresses in radian direction and
lower pre-stresses in circumferential direction
overcomes the necking problem
23GSA 8.4 Footfall Analysis to AISC SDGS11
24GSA 8.4 Footfall Analysis using DLFs
- Footfall analysis using user defined dynamic load
factors - method
25GSA 8.4 Footfall results on 2D elements
26GSA 8.4 Environmental Impact
- Impact parameters
- Embodied energy
- Embodied carbon
- Recycled content
- user defined
- Applied to
- Structure
- (per material type)
- Material
27GSA 8.4 Environmental Impact output
- Output
- As summary for structure
- Contoured
28GSA 8.4 Tied Interfaces
- A tied interface constrains a list of slave
elements to act as if connected to a list of
master elements - A typical use of a tied interface is to zip
together adjacent areas of 2D element mesh - to overcome poor topological connectivity between
the areas of mesh
29GSA 8.4 Tied Interfaces
30GSA 8.4 Tied Interfaces
31GSA 8.4 Tied Interfaces
32GSA 8.4 Tied Interfaces
33GSA 8.4 Tied Interfaces
34GSA 8.4 Tied Interfaces
- Relationship between master and slave lists is
significant - Fewer masters of more slaves
35GSA 8.4 Tied Interfaces
36GSA 8.4 seismic enhancements
- Response spectra
- New spectra ASCE 7-05, GB 50011-2001, EC8 2004
- Enhancement to response spectrum wizard
- Summary page (for most commonly used spectra)
with details of derived values - Damping options moved from task to spectrum
- Clarification of how they will affect
calculations - Improvements to seismic results
- Scaling of modal results based on response
spectrum - CQC combination of a single mode response retains
the sign of the result - New combination option sign(Ai,Aj) useful to
assign a sign to a response case based on a
significant mode
37GSA 8.4 Charts
38GSA 8.4 Modal Analysis Details chart
39GSA 8.4 Modal Analysis Details chart
40GSA 8.4 Forces on 2D Element Cut chart
41GSA 8.4 Forces on 2D Element Cut chart
42GSA 8.4 Forces on 2D Element Cut chart
43GSA 8.4 Cut Section Forces chart
44GSA 8.4 Cut Section Forces chart
45GSA 8.4Mesh Generation
46GSA 8.4 generation of Tied Interfaces
47GSA 8.4 generation of Tied Interfaces
48GSA 8.4 generation of soil spring supports
49GSA 8.4 generation of soil spring supports
50GSA 8.4Miscellaneous new features
51GSA 8.4 Initial Setup wizard
52GSA 8.4 Initial Setup wizard
53GSA 8.4 Initial Setup wizard
54GSA 8.4 initial views
55GSA 8.4 initial views
56GSA 8.4 initial views
57GSA 8.4 batch saving of views
58GSA 8.4 batch saving of views
59GSA 8.4 batch saving of views
60GSA 8.4 explicit colour
video
61GSA 8.4 translucency control
62GSA 8.4 hide entities options
63GSA 8.4 Broadcast Case List
64GSA 8.4 hide/show offset marks
65GSA 8.4 select by polyline
66GSA 8.4 Copy Selection As GWA
67GSA 8.4 Copy Selection As GWA
68GSA 8.4 copy from tables in GWA format
69GSA 8.4 copy from tables in GWA format
70GSA 8.4 other Table View options
71GSA 8.4 Draw excluded faint
72GSA 8.4 Draw excluded faint
73GSA 8.4 Join String of 1D Elements
74GSA 8.4 Join String of 1D Elements
75GSA 8.4 Split 1D Elements at nodes
76GSA 8.4 Split 1D Elements at nodes
77GSA 8.4 Split 1D Elements at nodes
78GSA 8.4 Refine Mesh at Nodes
79GSA 8.4 Refine Mesh at Nodes
80GSA 8.4 contouring of grid area loads
81GSA 8.4 contouring of grid area loads
82GSA 8.4 contouring based on rounded range
83GSA 8.4 data check enhancements
84GSA 8.4 Other new features
- Lines, Areas and Regions are now represented in
tables - Grid nodes are handled in the Nodes table
- (the distinction between grid and standard node
has been eroded) - Names can be assigned to nodes and elements
- Bar element intermediate results not output
- (unless requested)
- 2D element projected axes diagrams
85GSA 8.4COM Interface
86GSA 8.4 COM Interface
- Changes to underlying engine
- multiple instances
- (a little faster)
- GSA COM versioning
- GWA keyword versioning (for GwaCommand)
- Renumber functions
- New samples
- VBA sample updated
- C sample (early binding)
- .NET sample with wrapper functions
- Renumber
87GSA 8.4Interface with Third Party Software
88GSA 8.4 Interface with Third Party Software
- ASAS GSA Translator
- GsRevit
- Explicit mapping of sections
- RS2010 compatibility
- Rationalise Sections for BIM Coordination
- Check Model Suitability for BIM Coordination
- Importing a GSA model into Revit tutorial at
- http//www.oasys-software.com/gsa/viewlets.shtml
89- http//www.oasys-software.com