Support for advanced users using advanced analysis tools & services. |
 Won the pre-analysis contest in the fiber model class! |
| Under the theme of "To what extent piers can resist earthquakes?",
seismic study for piers using a full-sized three dimensional shaking destruction
experiment facility (called E-Defense), UC-win/FRAME(3D) analysis support
team won the pre-analysis contest in the fiber model class at the announcement
/ awarding of results for the.C1-2 Experiment Pre-analysis contest of "2007
/ 2008 Research presentation of earthquake resistance experiment for piers",
sponsored by the National Research Institute for earth Science and Disaster
Prevention in Japan, on the third floor of World Trade Center building
on 5 March 2009. |
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UC-win/FRAME(3D) analysis support team, Development director (right), co-recipient
, Mr. Aoto Hiroyuki (second right) of Yoshikawa Hiromichi Laboratory, Tokyo
City University (former Musashi Institute of Technology)
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Enhanced UC-win/FRAME(3D) Analysis Support Service
Report option |
Through technological collaborations with a consulting firm,
more satisfactory services will be provided. |
| Starting report option service, in addition to data creation service. We
will provide report option service, working together cooperatively with
ITC corporation for any proposals which are based on 3D dynamic linear
analysis. |
| ITC corporation http://www.itc-consul.com/ |
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"UC-win/FRAME (3D) Engineering Service" Launched.
FORUM8's Proposition |
Our analysis support service proposes using UC-win/FRAME (3D) to conduct
3-dimensional dynamic non-linear analysis and addressing technical concerns
pertaining to bridge analysis.
Forum8 hopes to provide users with a better understanding of the features
and potential of UC-win/FRAME (3D). Our technical team offers consultation
for the introduction of a new system and analysis support services.
We look forward to be part of your analysis process. |
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 INTRODUCTION
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UC-win/FRAME (3D) is a general purpose analysis program, whose advanced interface allows
modeling 3-dimensional frameworks easily, and analyzing from static solid
frameworks to dynamic 3-dimensional behavior. It is cost effectiveness
for the user to make the precise design shifting to performance check,
satisfying a user's need. FORUM8 has started the "UC-win/FRAME (3D)
analysis support services", adding it to package sales. This supports
initial modeling by dynamic verification method in "Specifications
for Highway Bridges Seismic design" (March, 2002)." This is technical
service for users to make a structural design or make a proposal of a new
type of bridge to satisfy required performance. |
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 Dynamic nonlinear analysis of steel deck arch bridge |
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UC-win/FRAME(3D) Analysis Support Service WEB estimate service
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Confirm estimated costs by entering structure style, span number, and so
on
Technical service which supports creation of analytical input data. Possible
to browse preliminary cost estimate and detailed statement as well as print
out the estimate
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Analysis Service Examples
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| Movable weir |
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-Number of nodes = 39
-The number of cross-sectional element = 27
-When there are no nodes/ element data, data is created from a design and
a design calculation.
-The spring consonant of the foundation is given. |
| Analysis support service fee |
US$ 1,200 |
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| Steel footbridge |
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-Number of nodes = 145
-The number of cross section element = 10
-When there are no nodes/ element data, data is created from a design and
a design calculation.
-The spring consonant of the foundation is given. |
| Analysis support service fee |
US$ 1,700 |
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| 7 span continuous rigid frame pier |
- Number of node = 417
- The total number of node in the cross section = 104
- When there are no nodes/ element data, data is created from a design
and a design calculation
- The spring constant of the bearing is given |
| Analysis support service fee |
US$ 6,500 |
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| Steel arch bridge |
-Number of node = 172
- The total number of node in the cross section = 8
- When there are no nodes/ an element data, data is created from a design
and a design calculation.
- The spring constant of the bearing is given |
| Analysis support service fee |
US$ 2,000 |
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| Lamp bridge |
- Number of nodes=74
- The total number of node in the cross section = 122
- When there are no nodes/ element data, data is created from a design
and a design calculation.
- The spring constant of the bearing is given. |
| Analysis support service fee |
US$ 4,500 |
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| Steel rigid-frame pier |
- Number of nodes=76
- The total number of node in the cross section = 19
- There are nodes / element data |
| Analysis support service fee |
US$ 1,200 |
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| Existing rigid-frame pier |
- Number of nodes = 185
- The total number of node in the cross section = 181
- When there are no nodes / element data, data is created from a linear
calculation.
- Analysis of the reinforcement cross section |
| Analysis support service fee |
US$ 7,100 |
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| Beam, pillar bearing, wall structure |
- Number of nodes = 1557
- The total number of node in the cross section = 68
- When there are no nodes/ element data, data is created from a design
and a design calculation |
| Analysis support service fee |
US$ 14,000 |
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Analysis Result AVI
