International Newsletter vol.21 2009/7 7.2.2009 FORUM8 Co., Ltd

----Contents---- --------What's New at FORUM8-------- - French Premier Partner's Success with UC-win/Road - Collaboration News (GRAITEC) - Beijing tepia Technology Co., Ltd - C1-2 Experiment Pre-analysis contest (Seminar Report) - Experience Seminar "Allplan" BIM Solution (Seminar Report) - Experience Seminar for the Engineer's Studio (Seminar Report) - New Product and Upgrade Information - New Series "100 Best Bridges" - Support Topics --------Upcoming Events-------- - Upcoming International Events - Seminar in Shanghai, Beijing, and Seoul --------FORUM8 Homepage Information-------- - Web Estimate Service - Technical Support Service for UC-win/Road Overseas Users - User Information Page

Press Information June 2009 French Premier Partner's Success with UC-win/Road The French civil engineering software house itech has recently announced their latest sale of the award winning 3D VR simulation software from Japanese software specialist Forum 8. David Remaud of itech ( www.itech-soft.com ) a Forum 8 Premier Partner based in Paris commented "We first came across Forum 8 when researching the market for 3D simulation software for engineering applications. We are a company that specializes in the design, development and distribution of structural computation software packages for use in the construction, civil engineering, roads and mechanical engineering sectors. "Forum 8 seemed like a very dynamic and responsive company and we immediately began working together. In fact our first project was the design of a user interface for one of their Geo visualization packages. "The next stage in our involvement with this market leading Japanese 3D VR software specialist was to become an active distributor of their software. "The initial result was the sale of a system to a University closely followed by an approach from a huge manufacturing company here in France that wanted to utilize the Forum 8 3D Virtual Reality (VR) simulation software within their Driver Training Simulator. "We will be revealing full details of this exciting new client very soon. However, what I can reveal is that they chose the Japanese software for a number of reasons, including its preeminence as the leading simulation software in the highly competitive Japanese and Korean markets and their experience with the Japanese Type N700 Shinkansen (Bullet Train) Simulator for training drivers and conductors. "Apart from the comprehensive features of the software, they were also looking for a supplier that could guarantee a high level of technical support from both the software manufacturer as well as from its local Partner. I'm pleased to say that they found the combination of itech, Forum 8 and UC-win/Road to be the perfect solution." Editor's Note: UC-win/Road is state-of-the-art interactive 3D Virtual Reality (VR) simulation software. Users can manipulate dynamic 3D space, import and edit CAD data, build and texture block models, view multiple design alternatives in real-time, as well as being able to visualize and edit intelligent traffic & much more... See www.forum8.com More information contact: Brendan Hafferty brendan@forum8.com Forum 8 European Office, Holborn Gate, 330 High Holborn, London WC1V T: +44 (0)20 7203 8300 M: +353 86 858 4873 W: www.forum8.com

INFORMATION Collaboration News GRAITEC http://www.graitec.com/ Graitec found in 1986 offers an integrated solution of BIM design through Advance suite; Advance Steel (for steel construction), Advance Concrete (for reinforced concrete construction) and Advance Design (for the structural analysis). Graitec, the third world biggest software provider in the civil engineering and construction fields, has twelve companies and more than thirty sales agencies in Europe and also including North America. Advance Steel, developed for industry professionals automates the entire stuructural CAD process (fabrication, erection drawings, various reports). Now they have as many as 30,000 users all over the world for the Advance Steel as one of their leading products. FORUM8 has an exclusive sales rights, localizing it for Japanese market. Last September, we invited an international sales manager and an engineer of Graitec to the 2nd FORUM8 Design Conference and they presented the special lecture under the theme of "3D Steel Structural CAD for BIM". When they come to Japan for a business trip etc, we get them to take the time to give a technical lecture to our staff. Also, FORUM8 and Graitec are actively taking technical or information exchange. (Up & Coming 2009 fresh geen leaves issue)

Beijing tepia Technology Co., Ltd Sales area: China http://www.hydro-soft.cn http://www.hydro-soft.co.jp FORUM8 is releasing international version, focusing on the UC-win/Road, one of a "UC-win" series and being active to show it on exhibitions held on around the world. Our international agencies deal with our products for international and support them. This time, let us introduce "Beijing tepia Technology Co., Ltd", which have their oversea outlets on big cities including China and Japan. Tepia was established in the Tsinghua Science & Technology Park in Beijing, China on December, 2000 as one of Tepia group. They provide system development and solution about water engineering and environmental ecology, focusing on numerical analysis and information processing about "water" in civil engineering / construction fields. They have been active in sale of the UC-win/Road and the xpswmm since December, 2007 as one of our dealers. They participate actively in the 3D / VR simulation contest held in every year and their work won the Nomination Award in the 7th 3D VR simulation contest. This work was created as a material to explain overview and effectiveness of ecosystem restoration construction in the north side of the Beijing-Hangzhou Grand Canal. They achieved a richness of expression simulating the effectiveness of construction from several view sights and making use of much kind of textures: 3D trees and MD3 characters including original created model textures. Click to see "the 7th 3D VR Simulation Contest Review" Getting the nomination award in the first time application shows their high level of 3D /VR technology using UC-win/Road and high quality of presentation. Tepia, which have proven track records in water related business activities, is offering sales and technical supports of UC-win/Road for xpswmm, which link with the xpswmm, Rainfall-runoff / Inundation analysis software of FORUM8 products series. This tool allows you to visualize and check the condition of overflowing in streams To expand distribution of products through link with FORUM8, Tepia increased sales staffs and VR data creating staffs. They will plan to send their excellent staff to FORUM8. Those activities produce a good result such as learning the latest skill of UC-win/Road, improvement of sales skills and technical supports and acquiring 3D CG / VR trends. Also, they Tepia and FORUM8 will exhibit on conferences together for increasing our market share. We'll do our best to measure up to your expectations for distribution in China, including Beijing.

Report of the C1-2 Experiment Pre-analysis Contest On Thursday 5 March 2009, 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 which locates in Hamamatsu-cho, Minato-ku, Tokyo ,Japan. UC-win/FRAME (3D) analysis support team won the pre-analysis contest (E-defense) in the fiber model class. Following are summary and analysis models of the contest. 13 August, 2008 on the website(http://www.bosai.go.jp/hyogo/) of Hyog Earthquake Engineering Research Center, National Research Institute for Earth Science and Disaster Prevention, registration applications of the C1-2 Experiment Pre-analysis contest started. FORUM8 tried to this contest through the UC-win/FRAME (3D), which is popular among many users, Adding Aoto to the team who belongs to Yoshikawa lab of civil engineering course, Tokyo City University. The C1-2 experiments assume the piers which were constructed in 1970s and have two stepped rebar arrangements in the middle of it. The height of piers not including footings are 7.5 meter and the column parts are 6.0 meter and diameter of the column is 1.8 meter. The contest was divided into two parts of "Pre analysis" and "Post analysis". The former was literally conducted before experiment and in the latter analysis was conducted using the response acceleration spectrum, which was resulted from the experiment. This contest adopted a blind analysis contest, so we were only told a drawing, weight and test results of materials. The dynamic analysis model based on these materials was modeled as shown in the figure below. The subjected pier of experiment and the total system including neighboring piers and girders. This model was consisting of total nodes number was 585. The number of fiber elements for the pier was 6, and elastic beam elements for other extra material were 735. Details about the fiber elements for analysis are as following. The pier was divided into upper and lower parts because material test values of them have a difference value. Frame of concrete hysteresis is a stress-strain curve of concrete considering lateral restraint effects, which is defined on the page 160 of the specifications for highway bridges V seismic design part. Inside history adopted Sakai-Kawashima model. Because it doesn't meet a guideline for reinforcing bar arrangement of current specifications for highway bridges, restraint affected by lateral restraint reinforcements cannot be considered. To differentiate from concrete cover, core concrete is considering the 20 percent of residual strength toward peak strength. Reinforcement hysteresis is bilinear type of framework and inside history consider the Bauschinger effects. About the column which is modeled with fiber elements, the length of material is set to become 0.9 meter as the approximately half diameter. Damping is stiffness proportional by elements and damping coefficient of fiber elements is set equal to zero. Regarding a bearing, the sliding bearing of the end of the pier is modeled through a bilinear type of spring. the spring adopts the upper limit, of which friction force is calculated from the coefficient of friction of μ=0.2, and fall-prevention bearing on the targeted pier adopts asymmetric spring, which is only effective to a contact direction. Here is the result. Following is a displacement history on the top of the pier. It shows the component of vertical direction on the left and the direction to the bridge axis on the right. You can find the red of experimental results traced better than grey. The graph is cut because collision of a girder and a beam with a guard fence after 12.5 seconds prevent its evaluation. Following shows the relation of the reaction which developed on the fixed bearing of bridge axis direction and displacement of the upper end of the pier. It is conceivable that large deviation after 200mm was caused by above crush. Before crush, displacement history is matched as well as the one of the upper end of the pier. National Research Institute for Earth Science and Disaster prevention (NIED) will disclose the detail of the experimental results. We try to improve the quality of products, reviewing the actual experimental results and the analysis values. We hope your continuous support. 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) >> UC-win/FRAME(3D) Analysis Support Service UC-win/FRAME (3D) analysis support team won the pre-analysis contest (E-defense) in the fiber model class

Report of Experience Seminar "Allplan" BIM Solution Overview of Allplan seminar As introduced in the Up & Coming vol. 78, the Allplan is BIM integrated solution for 3D civil engineering and construction CAD, developed by Nemetschek in Germany. Allplan seminar was held on March 16, 2009. Total 25 persons from 20 companies participated in the seminar, held at four places through a Video Conferencing System: FORUM8 Tokyo head office, Nagoya business office, and Osaka and Fukuoka branch offices. We would like to take this occasion to thank attendees. We explained each functions of Allplan Architecture and Engineering at the first half of the seminar. And at the second half of it, attendees got hands-on practice, creating simple building models. Q & A Followings are Question and Answers received from attendees. Q1. I would like to know about the link between the UC-win/Road and the Allplan. A1. UC-win/Road can read terrain data, but cannot read line data. Import / Export of 3DS models between UC-win/Road and Allplan is available. Q2. Can existing 2D CAD drawings be modeled into 3D models by adding walls or doors to the drawings ?. A2. AutoCAD data such as DXF can be set as background and the height of wall can be added to the 2D CAD drawings. Q3. Can it support a multi-user file management? A3. Allplan features the workgroup manager, which allows separate setting of surfaces. Q4. Can created building models be output into 2D construction drawing? A4. Using layers allows you to output with a title or company name. Q5. Does it support Japanese standards of reinforcement arrangement? A5. It is not supported yet. BUt regarding a component of automated reinforcement arrangement, diameter is preset. The tool which allows you to define reinforcement arrangement individually is available. Article introduced by media The seminar was introduced by Kenplatz of Nikkei Business Publications (Nikkei BP). Please see "Allplan landing on Japan! The BIM world enter a new era of "Super Squadron"(Japanese Version Only) Future schedule in 2009 The end of April Launch Allplan English Version Tuesday 14 July Allplan Experience Seminar Main venue: FORUM8 Tokyo head office GT tower seminar room Concurrent events at Tokyo, Osaka, Nagoya, Fukuoka through a Video Conferencing System The end of September Launch Allplan Japanese Version Wednesday 11- Friday 13 November Japan Home and Building Show 2009

Experience Seminar for the Engineer's Studio (Up & Coming 2009 fresh green leaves issue) Experience Seminar in Japan Experience Seminar for Engineer's Studio was held on Friday 13 February, 2009, linking four sales representatives of Tokyo, Osaka, Nagoya and Fukuoka with the Miyazaki branch office as a development office through a video conferencing system. 28 attendees from all parts of the country received an explanation of products overview in the first half and received hands on training in the second half. Engineer's Studio is a general structure analysis program adding plane elements to beam elements of UC-win/FRAME(3D). We received good reputation for its improvement of analysis functions and an user friendly interface. We keep developing to support several design standards, Experience Seminar in Oversea We held an experience seminar of Engineer's Studio in Seoul, Capital of South Korea on Tuesday 24 March, 2009 and in Shanghai and Beijing, China on Wednesday 25 March, 2009 linking with our Tokyo head office through a video conferencing system. After finished the seminar, we received good reputations for a new interface. Also we received inquiries for the products to support international design standards. To meet them we will expand functionality of the products.

INFORMATION 3Dimentional Real time Virtual Reality Advanced 945,000yen / Standard 609,000yen Support for multiple languages; Japnese, English, French, Korean and Chinese vr.forum8.jp Added to Product Lineup as a new VR system software in three and half years concept. Support large scale space, multi-user, multi-core, multi-reality More Advanced and Cutting-edged 3D Real time Virtual Reality Drive Simulator Main New Features of Ver.3.4.x Support for sub scenarios and simultaneously execution of scenarios Expanded Events Action Support for display of tire rotation of vehicle wheel and rudder angle Micro Simulation Player Support for sub scenarios and simultaneously execution of scenarios Expanded Events Action Support for display of tire rotation of vehicle wheel and rudder angle Micro Simulation Player For more information, click to see OpenmicroSim.org VR Presentation and New Urban Development Special Contribution by Mr. Tadao Ando UC-win/Road Ver.3.4 trial version included Case Examples of VR Presentation Written by Fukuda Tomohiro / Fumio Seki and others Price: 3,990yen Published by X-Knowledge 160 pages with full page color Release date: November 19th, 2008 Please go to http://www.forum8.com/english/topics-e.htm for updated information on Up & Coming.

100 Best Bridges BRIDGES 100 SELECTION 1" TOKYO " From the 100 Best Bridges in the Kanto Area IT Station "Citizen and Construction" "NPO Corporation URL: http://www.itstation.jp/ 1. Concrete Arch Bridge Kameido Tenjin Bridge Onna Bashi (Women bridge) Otoko Bashi (Men bridge) You can see the two large and small arched bridges in the precincts of Kameido shrine, Koto ward. They are each called Otoko-Bashi, Onna-Bashi, from the right. Otoko-bashi stands for a mountain of hardship in the past and Onna-Bashi stands for future. The shrine says that crossing these bridges, you can arrived in front of a god. Before they were vermilion-lacquered bridges, but they were damaged by a war and re-constructed as a concrete arch bridge in 1952. The shrine is called as Kameido Tenmangu, which stands for a shrine dedicated to Sugawara no Michizane, the patron saint of scholarship, and famous as a grand shrine in the Edo period as well as Fukagawa Hachimangu. They are erected in imitation of Dazaifu Tenmangu of Kyushu in the eras of Tsunayoshi's Bakufu, and the time of Sugawara no Michizane as an enshrined deity: it must be a tutelary deity for a newly developed land. Also the precincts of Kameido shrine are known for a noted place of 80 roots of wisteria, which are drawn in a print at that time; it is used in the cover page of the 100 bridges. 2. Stone-Built Arch Bridge Nihon-Bashi As locating the Edo-Bakufu, Tokugawa Ieyasu built the bridge to link with the new city, which are made by reclaiming the part of sea in 1603. You could say that Town creation of Tokyo started from construction of the Nihon-bashi. Next year, the five main highways such as Tokaido were defined starting from here. Current Nihon-Bashi is a stone-built arch erected in 1911. It is designated as an important cultural property, marked a milestone and a ornamental top of a railing. You could say that its design is the most important work of a combination of Japanese, Chinese and European styles. Its bridge name was called Nihon-Bashi after the Nihon-Bashi river. Because a highway was built directly above the bridge in 1964, there has been a lot of controversy about bridge landscape; it should be removed or moved. People are searching re-construction plans. There are some plan that it should imitate the Cheonggyecheon, Seoul, South Korea, which is a good case that Lee Myung-bak, Seoul mayor then re-established a stream and landscape by removing the elevated highway and restoring the stream. 3. Steel Arch Bridge Nijuu-Bashi The photo shows a steel bridge crossing the imperial moat, and there are stone-built bridges at the back; a stone-built bridge is called "Nishinomaru Ote-Bashi" and a steel bridge is called "Nishinomaru Shimojo-Bashi" Nijuu-Bashi, which is crossed over deep moats and the girder supporting piers, is called after a double structural crossing technique. It was a wood structural arch bridge(Total Length: 29m, Width: 6.5m) in the Edo period, but was replaced with a steel bridge made in Germany in 1888, by asking a Germany company to do that. After that, they are reborn in 1964. Though the Imperial Household Agency calls the stone-built bridge for "Seimon Ishibashi", the steel bridge for "Seimon Tetsubashi", in general they are collectively called "Nijui-Bashi" 4. Steel Arch Bridge Eidai-Bashi Eidai-Bashi was crossed by Tokugawa-Bakufu in 1698; it was fourth bridge crossed in Suminda River, following Ryogoku-Bashi, Shin-Ohashi, and Azuma-Bashi. The size of the wooden bridge at that time was 200m × 6m. In 1698 during the Fukagawa-Tomioka Hachiman Festival, terrible catastrophe happened, which was caused by weight limit over. The bridge fell down because quite a lot of viewers gathered in the one place. The people in charge were punished with banishment to a distant island. In 1897 it was replaced with a steel bridge, above 200m away from the original. The finished bride was huge construction with the size of 200m x 14m, which attracted people's attention; it cost as much as 83,650 yen and took three and half years for construction. After that it was replaced in 1926. Compared with Kiyoshu-Bashi, it looks more masculine and has heavier weight. It has been read as "Eidaiha doshinto oita youni kake" meaning "Eidai-Bashi was crossed as if it was with a solid appearance" in Senryu. - Hijiri-Bashi Concrete Arch Bridge Total Length: 92.47m Width: 22m Named after the thing the connecting between Yushima Seido and Holy Resurrection Cathedral. - Yahata-Bashi Bowstrings Truss Built Bridge Total Length: 15.76m Width: 2.0m The oldest steel bridge in Japan, designated as national important cultural properties. Built in 1879 - Shin Kasai-Bashi Cantilever Bridge with its Stiffening Girder Suspended Total Length: 280m Width: 15m Self-Anchored Suspension Bridge,the worild's first unique type bridge, which look like Kiyosu-Bashi. - Haneda Sky Arch Parallel Cable-Stayed Bridge with Arch Type Main Tower Total Length: 103.40m Width:10．25m Won the Tanaka Award by Japan Society of Civil Engineering - Rainbow Bridge Bi-layer Suspension Bridge Total Length: 918m Width: 70m Highway, roadway, footway, Waterfront Area Rapid Transit - Otonashi-Bashi Concrete-Built Three Consecutive Arch Bridge Total Length: approximate 497m Width of roadway: approximate 194m Width of footway: approximate 303m Old bridge built in 1930 - Tamagawa-Ohashi Gerber Plate Girder Bridge Total Length: 435.76m Width: 22.8m The first bridge with a mercury lamp in Japan

SUPPORT TOPICS Question & Answer Forum - VR Maintenance/Support Service Related Information UC-win/Road Traffic Flow Setting at the Intersection When you set the traffic volume in UC-win/Road, you need to input it by road unit. You enter the number of vehicle from the start point of each road to the end point. For example, in case that two traffic lanes which traffic volume is 10000 vehicles. 500 vehicles are divided on each traffic lane. When you assign the weight to each right turn / straight / left turn at the intersection, you need to set the number of driving vehicles on each lane. If you want to set as: Left turn: 200 vehicles as 20% Straight: 700 vehicles as 70% Right turn: 100 vehicles as 10% Given in two-lane road, you need to set as: Left lane/ Left turn:3, Straight:3 Right lane/ Straight: 4, Right turn:1 When the right-lane will become the right-turn lane, you need to shift vehicles to the left-lane until the intersection. To make the right-turn to be the 10 percent of the total share, you need to shift the 80 percent of vehicles, 400 vehicles, from the right lane to the left lane. As a result, the traffic volume will be as below. Left lane: 90% as 900 vehicles Right lane: 10% as 100 vehicles Left lane/ Left-turn:22.2, Straight 77.7 Right lane/ Right-turn: 100 Above vehicle-shift setting can be set at the behavior control points. Vehicle setting is also important as well as weighting of vehicles at the intersection. For example, the number of vehicle at the next intersection depends on the weighting of assigned vehicles. If the setting of the vehicle which go straight doesn't be established, they all will drive in the left lane. There is not so much influence on the other intersection when the setting is established in the only one intersection, but if you consider a network configured by multiple intersection, you need to consider the influence. SUPPORT TOPICS Question & Answer Forum - Dynamic Analysis- Maintenance/Support Service Related Information UC-win/FRAME(3D) How can the pier with an angle of skew be modeled? We introduce how to export from "Seismic coefficient calculation (Bearing Design)", and how to model the pier with an angle of skew. First, when you export data from the Seismic coefficient calculation (Bearing Design) to the UC-win/FRAME(3D), the model are automatically created as following. Seen from above, the model are crossed toward the super-structure and its bevelθ is 90 degrees. To rotate pier members, two methods are available. Method1 1) Select member(s) 2) Enter the arranged angle of section in the general tab of member edit window Method2 1) Select member(s) 2) Right click to show the pop-up menu and select [the association between the element Y axis and the global coordinate system] 3) Enter a vector Method1 is the way to set the arranged angle of the section for the element coordinate system, so if you enter an angle, only the main axis coordinate system rotate but the element coordinate system doesn't rotate. Method2 is to set the angle of the element coordinate system. The main axis coordinate system rotates then; Both the element coordinate system and the main axis coordinate system rotate at the same time. Please look at the following. The image above left shows the method1 and right image shows the method2, which is rotated. Though each coordinate system is rotated 30 degrees, the left image shows only the main axis coordinate system(subscript is p) rotating, and the element coordinate system (subscript is l) isn't rotated. Regarding the right image, both the main axis coordinate system and the element coordinate system rotate. This doesn't influence on the analysis result, but you should take method2, for it is easier than method1. For more information, please refer to the following help. [Operation method | Model creations | Model(5) - the coordinate system-] [Operation method | Model creations | Model(6) - Model (6) - The specification of the direction of the element coordinate system -] Please make sure to rotate the coordinate system of fulcrum, when you changed the angle of pier. If you forget to change it, as the right image showing, the footing and the fulcrum can't match. Functions introduced above are effective for you to create skew bridge models or curved bridge models. Please make use it.

-Seminar in Shanghai, Beijing, and Seoul The seminars provide attendees an opportunity to acquire up-to-date information about our product. One of the main goals of these seminars is to explain analysis and design techniques which abound in the industry. Participation fee is free! International Seminar Venue Shanghai - Shanghai Seminar room (FORUM8 Technology Development (Shanghai) Co., Ltd.) Beijing - Conference room (Beijing Tepia Technology Co.,Ltd) Seoul - Seminar room (BasisSoft, Inc.) Seminar Date Venue UC-win/Road - VR 9 July 2009 Shenzhen UC-win/Road Advanced 24 September 2009 Shenzhen UC-win/Road for Civil 3D 18 August 2009 Shenzhen UC-win/Road SDK 15 September 2009 Shanghai / Beijing / Shenzhen 16 September 2009 Seoul Engineer's Studio/ UC-win/FRAME (3D) 15 August 2009 Shanghai / Beijing / Shenzhen 8 September 2009 Seoul GeoFEAS2D / GeoFEAS 3D 4 August 2009 Shanghai / Beijing / Shenzhen 10 September 2009 Seoul EXODUS - SMARTFIRE 15 July 2009 Seoul OSCADY/TRANSYT 6 August 2009 Seoul DesignBuilder 25 June 2009 Shanghai and Beijing 26 June 2009 Seoul Summary Participation Fee Free Application For more information and application submission, please email us at forum8@forum8.co.jp

-Upcoming International events We will participate in a number of overseas events. Please come to visit us in the booth to learn more about our product line-up. Look forward to meeting you! ITS AP Bangkok 8-10 July 2009 http://its-ap2009.in.th/ 2009 AITPM National Conference 5 -7 August 2009 http://www.aitpm.com/conf-upcoming.html ITS Stockholm 2009 21-25 September 2009 http://www.itsworldcongress.com

- Web estimate service Free web quotation service is available at the following site. Explore sample projects, experiment and create! https://www2.forum8.co.jp/road_est_en/html/main.htm - Technical support service for UC-win/Road overseas users The support service undertakes data generation tasks related to UC-win/Road such as the generation of 3D VR simulation data, 3D models and textures,providing support for road businesses, urban development planning, public projects, private developments and so forth through extensive simulation tasks creating cost-affordable, high-quality data. For more information, please go to the following site. http://www.forum8.co.jp/english/uc-win/road-support-e.htm - User information page Marketing materials and updates can be retrieved and downloaded from the following site. https://www2.forum8.co.jp/scripts/f8uinfEN.dll/login Gross circulation: 3,522 If submitting a formal request to unsubscribe from our mailing list, please include "Unsubscribe" in the subject title of your email and send it back to us. Thank you for your continued support. FORUM8 Co., Ltd. mailto:forum8@forum8.co.jp 2-1-1 Nakamegruro GT Tower 15F Kamimeguro Meguro-ku Tokyo 153-0051 JAPAN TEL +81-3-5773-1888 FAX +81-3-5720-5688 http://www.forum8.com