Question: E 4 0 5 / 5 0 5 - Decision - Making for Sustainable and Resilient Civil Infrastructure Homework No . 5 : Sustainability Due

E 405/505- Decision-Making for Sustainable and Resilient Civil Infrastructure Homework No.5: Sustainability Due date: Tuesday, November 17,2020(at the beginning of the lecture period) Problem 1(50 points)(a) Discuss pros and cons of green building, (6) List three buildings with different LEED rating levels (i.c., LEED Platinum. LEED Gold, and LEED Silver buildings, respectively) in Washington State. Discuss pros and cons of each building. Problem 2(30 points) The expected life-cycle cost of a building located in an earthquake-prone area can be expressed as follows: E[C(t, x))= Co+GP (1- e-dt) where Co= initial cost; G = failure cost (including reconstruction cost), P,= probability of failure; v = annual rate of occurrence of an earthquake event; 2.= annual discount rate, and t = the time of occurrence of an earthquake event. Based on the assumptions that (1) hazard intensity is modeled by an exponential distribution with a mean value of 1.0; (ii) resistance is deterministic and a single limit state of design intensity being exceeded is considered; and (iii) initial cost is proportional to the design intensity X, Eqn (1) can be expressed as: E[C(t, x))= ax +(ax + C)*(1-e-dt)(2) where a, C = constants, and X - design intensity of a building. Let's assume that a =5(arbitrary unit), C =50(arbitrary unit), v=0.2/year, and 1=0.05/year. The optimal design intensity (X) is the design intensity with the minimum expected life-cycle cost. Draw a plot showing the optimal design intensities as a function of design life (from 0 to 50 years). Problem 3(20 points) The design life and all the relevant costs of a bridge are provided below. Draw an expenditure stream diagram and compute the life-cycle cost of the bridge. Design life of the bridge: 80 years Discount rate: 5% per year Activities Year Expenditure in dollars Construction SSOM Regular maintenance Every 30 years $2M Special maintenance and repair 40 $15M Demolition $3M Salvage residual value $12M 08080

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