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UC-win/FRAME(3D) Analysis Support Service
UC-win/FRAME(3D) Product information

Product detailsPrice/purchase


Support for advanced users using advanced analysis tools & services.

New! 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.

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)



 Analysis Result AVI
- Time history displacement
- First mode natural period
- Second mode natural period

Presented PPT (PDF 1,932KB Japanese Version Only)

Experimental scene
Hyogo Earthquake Engineering Research Center, National research Institute for Earth science and Disaster prevent


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/


"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.


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.

Dynamic nonlinear analysis of steel deck arch bridge


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 New!
-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
Steel footbridge New!
-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
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
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
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
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
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
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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