2016 IDEERS Rules for Graduate Teams. The List of Rule Revisions



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1 of 12 The List of Rule Revisions Version No. Date Remarks V1 None

2 of 12 The content presented below serves as primary rules for this contest. However, if there are disputes that are not covered or clearly defined by these rules, the organizers retain the right to interpret. 1. Introduction The objective of the contest in graduate student teams is to design and build an earthquake-resistant model building by applying advanced technologies. Teams can use their creativeness and innovations in the model building, with the concepts of energy dissipation and/or seismic isolation. Moreover, the model building must meet the practical issues such as space availability, feasibility, and cost-effectiveness. 2. Requirements of Model Building The model building must be constructed on a wooden board with a dimension of 370 mm (W) 520 mm (L) 6 mm (H), while the base area of the model building is limited to 310 mm (W) 460 mm (L). IDEERS will provide a medium-density fiberboard (MDF) as the base wooden board. The baseboard should have 20-mm clearance left at four edges so that the model building can be fixed on the shaking table. The model building can be in any shapes, but the fabrication area of the building is restricted to follow the IDEERS requirement. The floor diaphragms must be made from MDF, and the thickness of diaphragms is limited to be greater than or equal to 5 mm. If seismic isolation is adopted, the floor diaphragm above the isolation layer is limited to be a transparent acrylic plate (i.e., the thickness must be greater than or equal to 5 mm), to demonstrate the details of the isolation system. The number of stories must be greater than or equal to three. Floors are flexible in any sizes and shapes; however, the total area of floor diaphragms (e.g., 1 st floor + 2 nd floor + 3 rd floor + +roof) is limited between 200,000 mm 2 ~ 240,000 mm 2. The area of floor diaphragms should take the load of mass blocks (i.e., the interior areas are surrounded by the columns of the lower floor). The total area must be determined by the judge. The model building of which total floor area violates the limitation will be disqualified. The story height (e.g., the distance between the top surface of the lower-floor diaphragm and the bottom surface of the upper-floor diaphragm) is limited to be greater than or equal to 200mm. The model building must carry 16 mass blocks of which each is about 2.5 kg with a dimension of 100 mm 100 mm 30 mm. The total weight that the building should

3 of 12 carry is about 40 kg. The weight should be evenly distributed over floors in accordance to floor areas (i.e., each floor must carry a certain weight and the weight distribution is judged by judges). All mass blocks must be adhesive to floor diaphragms by PVC hot glue. Mass blocks can be stacked onto each other by PVC hot glue. The mass blocks can only be glued on the floor diaphragms and are not permitted to contact with other building members. The conceptual energy dissipation and/or seismic isolation system must be adopted in the model building. Teams are required to provide the design drawings of the model building and the calculation sheet of the total floor area. 3. Materials and Tools Materials Provided by IDEERS Wooden board (MDF): 370 mm 520 mm 6 mm 1 (baseboard.) Wooden board (MDF): 310 mm 460 mm 6 mm 4 (floor plate) Acrylic plate: 310 mm 460mm 6 mm 1 (optional transparent acrylic floor diaphragm for demonstration of an isolation system.) Wooden bar (MDF): 6 mm 6mm 400 mm PVC hot glue stick Tools provided by IDEERS Cutter Hacksaw Tape measure PVC hot glue gun Materials and Tools provided by Teams Only the floor diaphragms with a thickness 5mm can be counted in the calculation of floor area. Team can use the wooden or acrylic boards (thickness 5mm) prepared by themselves. Except for the restrictions on the thickness and total area of floor diaphragms, other model members can be in any sizes and shapes. Teams can bring their own materials for seismic isolation and/or energy dissipation systems and have to present these materials in the conference regarding. Only the reported and approved materials (by judges) can be used.

4 of 12 Teams can prepare tools needed to construct the model bulding. 4. Accessibility Rules In a real-world building, each story needs windows and doors. Thus, the model building must have four windows and two doors per story. The sizes of windows and doors are 120 mm 120 mm and 40 mm 160 mm. If teams do not leave sufficient and correct space for the windows and doors, a 5% penalty to the score will be given for each missing /unqualified door and window. 5. Earthquake-Resistant Design A list of materials used in additionally structural members and seismic isolation and/or energy dissipation systems should be prepared by teams, and these materials must be reported during registration. Only registered materials can be used in the model building. IDEERS encourages teams to enhance seismic performance of the model building by utilizing various materials and additionally structural members. All sorts of registered parts, elements, and devices can be applied in the model building, while the assembly of seismic protection devices to the building must be completed on site. 6. Contest Rules Teams should give a presentation regarding the model building design and the concept of seismic isolation and/or energy dissipation systems. If the concept is not qualified to be a seismic isolation and/or energy dissipation system, teams should provide a new design. The new design must be reported to IDEERS by 9 am on the fabrication day and approved by judges. The design target of the earthquake-resistant model building is 1000gal. The shake table tests include 400, 800, 900, 950, 1000, 1050, 1100, and 1200 gal. If the model building fails in the 400 gal test, the building is disqualified and the team will not have any ranking. If the model building collapses (or more than half columns are significantly damaged) during the test, the building is considered as failure and a 50% penalty to the score will be given. If a seismic isolation system is used and the system exceeds the allowable displacement during a test, the model building is considered as failure.

5 of 12 If any components take apart form the model building or travel beyond fabrication area (310 mm 460 mm), the model building is considered as failure. 7. Score Rules: S= P1 P2 S A S H P P C A Evaluation from presentation(p1):(70%~100%) P1=70%+(A1+A2+A3+A4) 30% A1: Concept of the seismic isolation and/or energy dissipation system (0~40%) A2: Numerical simulation (0~25%) A3: Experimental validation (0~25%) A4: Presentation quality (0~10%) Validation of design concept(p2):(0%~100%) P2=B1+B2 1. B1 (Presentation): Teams provide the corresponding validation procedure of their seismic protection systems (40% of P2) 2. B2 (Contest day): Validation of the seismic protection system (60% of P2) Teams should simply clarify and validate their seismic protection systems. A higher score will be given if simpler and more explicit methods are used in validation. For example, a team designs a base isolated building with a design displacement of 30 mm under a 400-gal seismic excitation. This team then needs to establish a simple and explicit method that can evaluate and validate performance of the isolation system (B1=40%). When the excitation level is between 400 and 1000 gal in the test, the base displacement in this isolated building should exceed 30 mm that needs to be equivalent to their assessment in the validation. Score for Floor Area(S A ) A = total area of floor diaphragms Total area (mm 2 ) A>200,000~ A<215,000 A <230,000 A <240,000 S A 100% 105% 110% 120%

6 of 12 Score for Total Height(S H ) H = building height Building height (mm) H<650 650<H<700 700<H<800 800<H<900 S H 100% 105% 115% 120% Penalty(P) P = (100%-N 5%) N:The lack number of the window and door Penalty for Collapse (P c ) P C =50% :Building collapses during a test (over a half of columns or vertical members damaged) P C =100% :Building does not collapse during a test Accuracy of the seismic strength(a) PGA 400 800 900 950 1000 1050 1100 1200 A 30% 45% 75% 85% 100% 90% 80% 50% The design earthquake level is targeted to be 1000 gal. Thus, the best design is given to PGA = 1000 gal. In terms of scores, other achieved PGA levels are listed above. Innovation award of seismic isolation and energy dissipation(sponsored by Sinotech Engineering Consultants, Inc.)(1 team, possibly without a winning team by the referee panel's decision) Panel of judges will select 3 ~ 6 teams, which have the innovations of seismic isolation and/or energy dissipation concepts, into the finalist; and equipped one accelerometer on the top floor of each model to measure the real floor accelerations during the tests. Team, which has the minimum sum of the acceleration reduction (EPFA) under 400, 600 and 100gal tests, will win the innovation award. PGA 400 800 1000 PFA PFA 400 PFA 800 PFA 1000 EPFA = PFA 400 /400 + PFA 800 /800 + PFA 1000 /1000

7 of 12 520mm Clearance Base area 370mm Clearanc Clearanc Clearance Figure 1: Top view of the MDF base board Base area Base area Clearanc Clearanc Figure 2: Side view of the MDF base board

8 of 12 Figure 3:Samples of the model Figure 4: Arrangement of the mass blocks

9 of 12 Base of the upper structure Allowable stroke Border of base area Base board Border of base area Base of the upper structure Stroke exceed Failure Base board Figure 5: Illustration of the allowable stroke of the isolation system

10 of 12 Figure 6. The clamping strip for fixing the base board. 8. The Exhibition Object Each team must prepare an exhibition object displaying the design concept and creativity of the model. This exhibition object is done before this two-day competition. The object could be either two-dimensional or three-dimensional. The way of exhibition could be in a static and/or dynamic style. The space for this exhibition is limited to 35 cm (height) 25 cm (width) 25 cm (depth) shown as Figure 7. The Design-Concept Exhibition Award is granted based on the clarity and creativity of displaying the design concept of the model. The affiliation of the team including the department and the university/college should be presented in the exhibition object. If the exhibition object uses electronic products, the team is responsible for the safe keeping of the electronic products. In addition, the team is responsible for the power supply to the electronic products. Figure 7. The allowable exhibition space

11 of 12 9. The team flag Each team must design a team flag, which is installed on the model during the first day of this contest. This flag may be drawn before or during this contest. All possible shapes of this flag are allowed. Nevertheless, the size of this flag should be no larger than that of a sheet of A6-size paper (14.4 cm L 10.5 cm W, i.e., a quarter of an A4-size paper). This flag can be installed on the model by using any provided materials, such as the bamboo sticks. 10. Architectural Aesthetic Awards, Structural Design Awards, and Design-Concept Exhibition Awards 10.1 Aesthetic Architecture Awards are granted on the basis of the architectural features, the efficiency of using the site area, and the plan of inner space. The jury chooses at most three models for these awards. The team winning this award will be granted NT$5000 and a certificate for each team member. The evaluated items and the corresponding weights for these awards are: tem weight contents Aesthetic of architecture architectural features 70% Architectural feature and creativity the efficiency of using The rationality and comfort of inner the site area and the plan 30% space The rationality of using the site area of inner space 10.2 Structural Design Awards are granted on the basis of the structural design of models, the concept and creativity of seismic resistance. The jury chooses at most three models for these awards. The team winning this award will be granted NT$5000 and a certificate for each team member. The evaluated items and the corresponding weights for these awards are: item weight contents The arrangement of structural Structural design 70% members The rationality of loading path the concept and The rationality of the concept of seismic resistance creativity of seismic 30% The creativity of the concept of resistance seismic resistance

12 of 12 10.3 Design-Concept Exhibition Awards are granted on the basis of the clarity and creativity of displaying the design concept of the model. The jury chooses at most three models for these awards. The team winning this award will be granted NT$3000 and a certificate for each team member. The evaluated items and the corresponding weights for these awards are: item weight contents Introduction of the The clarity of introducing the design 60% concept design concept The vividness of the way showing The way of showing the the design concept 40% design concept The creativity of the way showing the design concept