PEER 2007 Seismic Design Competition Rules.pdf

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The total annual seismic cost is equal to the sum of annual seismic cost for each EDP for each ground motion: Annual Seismic Cost = $1,518 + $47,057 + $4,546 + $79,107 + $3,409 + $78,849 Annual Seismic Cost = $214,457 7.4 Annual Income Increase from Presentation, Poster, and Architecture The team had both an excellent presentation and poster, and thus received scores of 10 on both. Since a unique architecture was not encouraged then, the structure was box-like in shape, and thus would have received an architecture score of 4. As a result, their annual income increased as follows: X = +10% Y = +10% Z = 4% Annual Income Increase from Presentation Annual Income Increase from Poster Annual Income Increase from Architecture FAI = (1+X+Y+Z) * AI= (1 + 0.10 + 0.10 + 0.04) * $1,085,000 = $1,345,400 7.5 Annual Building Cost Increase from inadequate tolerances on floor height and building height In this example, assume the structure’s lobby floor height was 4.80 in. Also assume that the structure had 3 floors that measured 2.25in (center to center) and that the building height, measured to be 60.8 in., from top of base board to bottom of roof plate, when their original design building height was 60 in. Their building cost increased as follows: M=4*2% (lobby height) + 3*2% =+14% N= 2*5% =+10% FABC = (1+M+N) * ABC=(1+0.14+0.10)* $263,400 = $326,616 7.6 Final Annual Building Revenue The final score is calculated in the following: Final Annual Income, FAI: FAI = $1,345,400 Final Annual Building Cost, FABC: FABC = $326,616 Undergraduate Seismic Design Competition 31
Final Annual Seismic Cost, FASC: FASC = $214,457 The Final Annual Building Revenue, FABR: FABR = FAI -FABC – FASC = $803,927 Undergraduate Seismic Design Competition 32
Page 1 and 2: 2007 Undergraduate Seismic Design C
Page 3 and 4: 1.0 Introduction This section descr
Page 5 and 6: Minimum individual floor plan area:
Page 7 and 8: Florida A&M University New Jersey I
Page 9 and 10: 2.9.h Floor level diaphragms need n
Page 11 and 12: typical weight attachment. Note tha
Page 13 and 14: 9.75 in o.c. 4.125 in o.c. .875 in
Page 15 and 16: 3.0 Instrumentation and Data Proces
Page 17 and 18: permanent component will not be ref
Page 19 and 20: 457 mm (18 inch) 4.76 mm (3/16 inch
Page 21 and 22: (a.) Example of insufficient suppor
Page 23 and 24: 5.0 Performance-Based Scoring Metho
Page 25 and 26: Structure Repair Cost / Initial Str
Page 27 and 28: Annual Income Score Increase, Y 10
Page 29 and 30: 7.0 Example Problem It should be no
Page 31: Engineering Demand Parameter (EDP)
Page 35 and 36: 9.0 Registration 9.1 Team Registrat
Page 37 and 38: 11.0 Maps Figure 11-1: Detail Map o
Page 39 and 40: Multi-Disciplinary Center for Earth
Page 41 and 42: Earthquake Engineering Research Ins
Page 43 and 44: NOTES: Undergraduate Seismic Design

PEER 2007 Seismic Design Competition Rules.pdf

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