Title: GTSTRUDL Version 26 New Features
1GTSTRUDL Version 26New FeaturesExpected
Future Enhancements
- Drs. Leroy Z. Emkin and Kenneth (Mac) Will
- Founders and Co-Directors
- Computer Aided Structural Engineering Center
- Georgia Institute of Technology
- Atlanta, Georgia 30332-0355 U.S.A.
- Tel 1-404-8942260
- Fax 1-404-8948014
- email casec_at_ce.gatech.edu
- Web Page www.gtstrudl.gatech.edu
2Presentation Outline
- Status of Version 26
- GTSTRUDL Output Window Enhancements
- New pulldowns
- Modified pulldowns
3Presentation Outline (cont)
- New Features in Version 26
- GTMenu
- Dynamics
- Finite Element
- General
- Reinforced Concrete Design
- Steel Design
- Steel Tables
- Utilities (Scope Editor)
- Installation Procedure
- Prerelease Features
- Future Enhancements
- Demonstration of Version 26
4Version 26 Status
- Documentation
- Release and Installation Guides, Version 26
- GTSTRUDL User Guide Getting Started, Revision 6
- GTSTRUDL User Guide Analysis, Revision 2
- Verification Manual, Version 26, October 2001
- Software
- All applicable provisions of the U.S. NRC 10CFR21
and 10CFR50 QA/QC and Verification to be
completed - Beta testing and shipping date
- Will be sent out for Beta testing in August 2001.
- After one month of Beta testing and making
changes as a result of Beta testing, software
will then undergo QA - Estimated shipping date is October 2001
5GTSTRUDL Output Window
- Import and Export features added under File
- You will be able to Import DXF files and data
input files from STAAD which can then be
converted into GTSTRUDL input. - You will be able to Export a DXF file which
contains the model data and a CIS/2 file which
contains Geometry/Loading and Results. - The new File pull-down is shown on the next slide.
6Output Window (cont)Import and Export
7Output Window (cont)
- New Dialog History (dh) button to keep track of
the dialogs in the current session - Allows you to quickly return to the bottom level
of any pull-down menu without going through the
entire tree. An example is shown on the next
slide.
Dialog History button
8Output Window (cont)Dialog History (dh) Button
Example
By selecting an entry in the dialog history, you
get to the bottom of the tree quickly.
9Output Window (cont)Graphical Selection of
Joints, Members, and Elements
- As seen at the bottom of the previous slide, you
will be able to graphically select joints,
members, and elements in the dialogs in the
GTSTRUDL Output Window. An example is shown on
the next slide.
10Output Window (cont)Graphical Selection of
Joints, Members, and Elements (cont)
11Output Window (cont)
- New Data Sheet for finite element modeling data
as shown below and on the next slide.
12Output Window (cont)Data Sheet for Finite
Element Modeling
13Output Window (cont)Data Sheet for Finite
Element Modeling (cont)
- Columns for individual material properties such
as E and Poisson may also be displayed. - You can sort by ID, Type (SBHQ6, IPLQ, etc),
Thickness, and Active Status. - You can use the Filter option to limit the
display to certain types of elements, thickness,
or connectivity.
14Output Window (cont)
- New Commit button under
- Modeling / Loads / New Loading Combinations
- which allows you to use the newly created
loading combination as an Available without
exiting the Load Combination dialog.
15Output Window (cont)Edit Existing Load
Combinations
- You may now edit existing loading combinations.
This new dialog is available under Modeling and
then Loads as shown below
16Output Window (cont)Edit Loading Combination
Dialog
17Output Window (cont)New dialog for Create
Automatic Load Combinations
18Output Window (cont)
- The Store Time History and Response Spectrum
Dialogs now include a plotting function to
display the input time history and response
spectrum data.
19Output Window (cont)
20Output Window (cont)
- The Dynamic Load Dialogs also allow for the
graphical display of time history and response
spectrum data.
21Output Window (cont)
- A new Dialog for the input of nonlinear spring
curve data has been implemented. Included is a
plotting function for the graphical display of
nonlinear spring curve data. This will be shown
on the next slide. - A new Dialog for the input of nonlinear spring
element data has also been implemented which also
contains a plotting function.
22Output Window (cont)New Nonlinear Spring Curve
Dialog
Display Curve button See next slide.
23Output Window (cont)Nonlinear Spring Curve
Display
24Output Window (cont)Text Output of Model Data
- A new Dialog for the text output of model data
for joints, members, elements, and loads has been
developed. Previously, multiple menu picks were
needed. A comparison between Version 25 and 26
is shown on the next slide.
25Output Window (cont)Text Output of Model Data
(cont)
Version 26
Version 25
26Output Window (cont)New Dialog for Text Output
of Model Data (cont)
27Output Window (cont)
- New Data Sheet for joint displacements
28Output Window (cont)Joint Displacement Data
Sheet (cont)
Data sheet sorted by translation X displacement
29Output Window (cont)
- A new Dialog for the graphical display of time
history and steady state dynamic analysis results
has been implemented. Displacements, velocities,
accelerations, reactions, loads, and member
forces can be displayed. - The next slide shows the graphical display of
time history displacements.
30Output Window (cont)Graphical display of the
global-X displacementvs time at Joint 16 for
Dynamic Load 1
31Output Window (cont)
- Steel Design Wizard has a new option which will
perform a code check and then perform a design of
any members that failed as shown on the next
slide.
32Output Window (cont)Steel Design Wizard
New option to perform a code check and then an
automatic redesign of members that failed.
33Output Window (cont)
- Copying and pasting in Data Sheets has been
improved - You will now receive a warning in the Startup
Wizard if you requested a Read Only user
dataset that doesnt exist. - The Activate/Inactivate Dialog under Modeling /
Data Management now uses the standard list dialog.
34GTMenu Improvements
- The Menu Bar and the Button Bars have been
changed. Results have been shifted from Display
to a new selection on the Menu Bar. The ID
button has been removed from the Button Bar and
added under the Options pull-down on the Menu
Bar. The Inquire button has been added to the
button bar. These are shown on the next slide.
35GTMenu (cont) Revised Menu and Button Bars
New Results pull-down on Menu Bar
New Inquire button
36GTMenu (cont)Modified Create Dialog
The Support and Release dialog and the Groups
dialog are now available under the Create
Pull-down.
37GTMenu (cont)
- Create Member Properties for table profiles has
been changed - Tables are now organized by the code, country, or
type of table. - This has been done to make it easier to find the
appropriate table. Now, you must select the
table category first and then the available
tables will be displayed. - You may still have all tables displayed.
- The revised Table Sections for Member Property
Groups is shown on the next slide.
38GTMenu (cont)Categories for Table Member
Properties
39GTMenu (cont)
- Automatic splitting (Split at Intersections) of
newly created members upon user request - Create Members Only has been replaced by a Place
Member dialog - Members may now be placed using three methods
- Connect End to End by stringing together existing
joints - Connect Start and End by selecting both start and
end joints - Specifying the start, length, and angle. You may
specify the length of the member, the members
orientation, and then the start (either an
existing joint or coordinates). The member may
be placed using an offset from an existing joint. - The next slide will shown the new Place Member
dialog and the Start, length, and angle dialog
40GTMenu (cont)Place Member Dialog
New definition method start, length angle
Option to automatically split at intersections
41GTMenu (cont)Member length, angle dialog for
Place Members
42GTMenu (cont)
- The Display Model dialog has been revised
- The Mark Properties feature will now display all
Section and Material Properties by default. - The Mark Joint option now indicates that only
supported dofs will be labeled. - The Orientation option has been removed under
Draw Member. - The Planar Axes for two-dimensional finite
elements may now be displayed under Draw Element. - The revised Draw Member dialog is shown on the
next slide and the Planar Axes display is also
shown. -
43GTMenu (cont)Display Model
All Section or Material Groups will now be
displayed by default
Orientation has been removed to avoid confusion
and other wording changed
Planar Axes for two-dimensional finite elements
has been added
44GTMenu (cont)Finite element planar axes
Planar x and y axes. The x-axis has arrow head
45GTMenu (cont)
- Loads, and the corresponding deformed shape of
the structure, generated by the Moving Load
command may now be animated as the load moves
across the structure. The new dialog is shown on
the next slide.
46GTMenu (cont)Display Model Moving Loads
47GTMenu (cont)New Results pull-down
48GTMenu (cont)Display Reactions
A new pop-up dialog has been implemented for the
Display of Reaction components. Selected
reaction components may be displayed as vectors
with or without values. Values may also be
labeled just for particular joints. The next
slide illustrates this new feature.
49GTMenu (cont) - Display Reactions
50GTMenu (cont)
- A new Inquire button has been added. The user
can select a joint, member, or element and have
all the model data displayed in the List Output
box. - Information displayed by the Inquire button in
the List Output box can be selected and an edit
dialog will then appear allowing you to edit the
information.
51GTMenu (cont)Inquire button
52GTMenu (cont)Inquire and Edit Joint Data
53GTMenu (cont)Output from Inquire All
54GTMenu (cont)Editing using Inquire Output
- Double click on the information to be edited and
the appropriate edit dialog will appear.
Alternatively, you could select the information
to be edited and click on the edit button at the
bottom of the List Output from the Inquire
Output. - The next slide shows editing Joint Coordinates.
55GTMenu (cont)Editing using Inquire Output
Double click on the info to be edited and the
Edit dialog appears for that information.
56GTMenu (cont)
- The number of Views that can be defined has been
increased from 100 to 1000. - View information is now stored in a text file
which can be restored and shared. - The view text file (GTMenu_Views.txt) can be
directly edited to create views of floors,
elevations, or any other window on the structure.
The start of the file is shown on the next slide.
57GTMenu (cont)GTMenu_Views.txt file
VIEWS for GTMenu _defined current tolerance
units time-date_stamp 'V1.0'
5 5 1.000 'FEET' ' 111442
5/15/01' structure limits xmin,xmax,ymin,ymax,z
min,zmax 0.00 480.00 0.00
360.00 0.00 0.00 starts a
comment line (ignored). For each view title
line (up to 60 characters) in single quotes (')
view origin using units (x,y,z) parent number
3 bounding box corner unit vectors 3 x
(x,y,z) 3 lengths in units each bounding box
side rotation matrix for the bounding box (3
x 3) free-format blank lines are ignored
58GTMenu (cont)
- Views can now be created of any cursor created
Window in the Graphical Display area. Entire
members and elements which are in the window will
be displayed whenever the view is activated. The
new view dialogs are shown on the next slides.
59GTMenu (cont)New View dialog
New file feature containing view definitions
60GTMenu (cont)New View dialog (cont)
Save the Current Display as a view.
61GTMenu (cont)
- In addition to the Hotkeys for zooming, rotating,
and panning, new Hotkeys have been added to allow
you to activate any view using the keyboard or to
activate the Inquire function. Type in the view
number to activate a view. - You can also orient the view by typing I
(Isometric), XY,YZ, or XZ. - Type in N or n to activate the cursor for the
Inquire function.
62GTMenu (cont)Hotkeys
63GTMenu (cont)
- The display of joints has been changed from an X
to a solid circle. When selected, a joint will
still be highlighted with an X to indicate
selection. - The input file generated by GTMenu will now
contain dynamic mass inertia of joints lumped
or consistent, inertia of joints, and member
added mass.
64GTMenu (cont)Default Color Dialog
- The default color dialog has been changed to
cover less of the screen. The default colors
have also been changed for some entities to
improve black and white printing.
65GTMenu (cont)
- Text information on the screen and in the List
Output box is now spelled out and is more
understandable (fewer abbreviations).
Version 25
Version 26
66GTMenu (cont)
- The time required to bring an existing large
model into GTMenu has been greatly reduced as
shown below
4350 joints 3000 members 3581 finite
elements 12 independent loadings 4 dependent
loadings Time to Prepare Model (going from
GTSTRUDL to GTMenu) Version 25 25
seconds Version 26 1 second
67GTMenu (cont)Reduced time to bring a large model
into GTMenu (cont)
14793 joints 1156 members 18665 finite
elements 4 independent loadings Time to
Prepare Model (going from GTSTRUDL to GTMenu)
Version 25 790 seconds Version 26
5 seconds
68Dynamics
- A friction damper truss and spring element which
includes hysteretic damping has been implemented
for nonlinear dynamic analysis
69Finite Elements
- The Von Mises stress can now be compared directly
with the yield stress from the CALCULATE AVERAGE
command. - The CALCULATE RESULTANT command has been brought
to release status.
70General
- PRINT MEMBER LENGTH SORTED command and Dialog
menu option (see next slide) has been added to
sort members by their length. Ascending and
descending order with limits on the number of
lines displayed or all members above or below a
specified length. - Consistency checking now looks for at least one
support joint and at least 1 restraint in each
global direction.
71General (cont) PRINT MEMBER LENGTH SORTED
72General (cont)
- STEEL TAKE OFF can now output information by
profile (STEEL TAKE OFF BY PROFILE) or STEEL TAKE
OFF ITEMIZE BY PROFILE.
73Reinforced Concrete Design
- ACI 318-99 for beams and columns will be
implemented as a prerelease feature
74Steel Design
- Member deflection checks and redesign to satisfy
user specified deflection limitations. - Code check based on 1984 Indian Standard Code.
- Code name is IS800
- Implemented cross sections are
- I-shapes
- Channels
- Single and Double Angles
- Solid and Rectangular Bars
- Tees
- Pipes and structural tubing
75Steel Design (cont)
- New cross sections have been added to the EC3
code - Solid Round bars under axial force and biaxial
bending - Single angles under axial tension or compression
- Double angles under axial tension or compression
76Steel Design (cont)
- LIST CODE CHECK command will output the same
information as available under the Results
pull-down in GTMenu.
77Steel Shape Section Tables
- Long names are now available for profiles in
tables BARS, RBAR, TEESM - New Indian Standard Tables for IS800 code. The
new tables are ISBEAMS, ISCOLUMN, ISCHAN,
ISCHAMCP, ISEQANGL, and ISUNANGL. - TS has been added in front of the profile names
in the AISC Metric TUBESM tables.
78Utilities (Scope Editor)
- Dashed lines from GTMenu deformed shapes and mode
shapes will now appear in the Scope Editor. - Text may now be rotated after it is created.
79Installation Procedure
- A new Password dialog is displayed when problems
with the password are found. The new dialog will
use Notepad to edit the existing password, or
allow you to browse for another password file.
80Prerelease Features in Version 26 (Prerelease
features in Version 25 which are still prerelease
in Version 26)
- Dynamic Analysis External File to Improve
Efficiency of Dynamic Analysis Results
Computation - Nonlinear Dynamic Analysis
- Pushover Analysis
81Prerelease Features (cont)
- REFERENCE COORDINATE SYSTEM Command
- LRFD Design of Pipe and Structural Tube Cross
Sections additional provisions added - European Tables
- Concrete Tables for Rectangular and Circular
Cross Sections
82Prerelease Features (cont)
- Automatic Generation of Static Equivalent
Earthquake Load - FORM STATIC EARTHQUAKE LOAD 10 -
- RS LOAD G.1 FROM RMS OF RESPONSE -
- SPECTRA LOAD G.1
- Based on FEMA Publication 273
- SET ELEMENTS HASHED
- Used to accelerate input file processing
especially for large models
83Future Enhancements
- Graphically specify joints and elements to be
used with CALCULATE RESULTANT - Option to draw deformed shape with curved lines
for frame members - Label Values on Diagrams and Envelopes
automatically max and mins - Mirror option under Copy Model in GTMenu
84Future Enhancements (cont)
- Graphically display plastic hinge status and
other pushover information. - Click on a joint, member, and element and have
more information shown in GTMenu. - Create nonlinear spring and cable information in
the input file created by GTMenu.
85Future Enhancements (cont)
- Label values of forces at ends of members in
GTMenu - Boundary outline option in GTMenu to show edges
where only one finite element is attached. This
is useful when model is built in pieces to be
sure that the parts are connected together.
86Future Enhancements (cont)
- Multi-support excitation for transient analyses
- Plastic Hinge Nonlinear Member End Spring
Connections in Nonlinear Dynamics - Automatic displacement control option in Pushover
Analysis
87Future Enhancements (cont)
- Tees and channels added to LRFD2 code
- Code check will check member deflections using a
Physical Member - Automatic addition of maximum moment shear
location during SELECT CHECK - ACI 318-99 for tee cross sections and walls
- ACI 318-2001 design
- Dialogs for reinforced concrete design design
data, PROPORTION, output of design results
88Future Enhancements (cont)
- Data Sheets for more results and load information
- Be able to use the Model Wizard with an existing
structure. Control the numbering in the Model
Wizard. - Dialogs for Nonlinear cable elements
89Future Enhancements (cont)
- New Area Load command to automatically generate
the loads on floor systems with one way decking.
This command will automatically distribute the
load acting on a floor to the members supporting
the floor. Area loading will automatically be
recomputed during analysis in the event that the
geometry of the floor changed since it was first
specified. - Ability to specify Area Load graphically.
90Future Enhancements (cont) New User Interface
- The new user interface will include selection
tools (in addition to the typed list of members,
joints, etc.). You will be able to graphically
select joints, members, and elements using the
current dialogs. The Graphical Selection
available in Version 26 is Phase I of this
development. - The command line interface will still be
available
91Future Enhancements (cont) New User Interface
(cont)
- Multiple windows with each windows view,
labeling, and annotation able to be saved and
restored. - Data Sheets and property pages will be available
for editing
92What do we (The CASE Center) need?
- Functional specification for new features.
- New structural types to add to the Model Wizard.
- Other new Wizards to make it easier for you to
use features (Cable analysis,..)
93Demonstration of GTSTRUDL 26
- Demonstration of a few new features in GTSTRUDL
Version 26 next.