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DESIGN OF SUSTAINABLE CONSTRUCTIONS
Helena Gervásio
(hger@dec.uc.pt)
European Erasmus Mundus Master Course
Sustainable Constructions
under Natural Hazards and Catastrophic Events520121-1-2011-1-CZ-ERA MUNDUS-EMMC
PART B – Design guidelines for Sustainable Construction
B3 – Case studies
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
SINGLE FAMILY
DWELLING
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Comparative analysis between two alternative structural
solutions of a dwelling in the context of sustainable
construction;
Both solutions were designed for a service life of 50 years
according to their respective Structural Eurocodes;
Life cycle environmental analysis takes into account the
balance between the operational energy and the embodied
energy of the building;
A sustainability analysis is carried out in order to evaluate
which structural system has a better environmental
performance, considering a life cycle approach.
INTRODUCTION
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic EventsEmbodied energy
Operational energy
LIFE CYCLE ANALYSIS
Production of materials
Transport
Construction
UseDemolition
Transport
Recycling
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
The functional unit
A residential house, for a family of 5 persons,
designed to fulfil the requirements of national
regulations about safety, comfort and energy
demand, for a service life of 50 years
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
1st Floor – 183 m2 2nd Floor – 183 m2 3rd Floor – 68 m2
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
EXTERIOR WALL AND SLAB
1. C 150 profile (walls), C 250 profile (slabs)
2. Gypsum plaster board BA15
3. Rock wool (140mm)
4. OSB 11 (walls), OSB 18 (slabs)
5. Exterior Insulation and Finish System (EIFS)
Case A – Lightweight steel solution
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
INTERIOR WALLS
1. C90 profile 2. Gypsum plaster board BA15 3. Rock wool (70mm)
4. Gypsum plaster board WA13 5. Ceramic
Case A – Lightweight steel solution
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Bill of materials
Material Quantities Unit
Concrete 70680 kg
Cold formed steel 19494 kg
Rock wool 12335 kg
Gypsum plaster board 13208 kg
Oriented strand board 7016 kg
Reinforcement steel 1307 kg
Exterior Insulation and Finish System (EIFS):
Insulation board (Polystyrene) 330 m2
Finish Coat (acrylic) 330 m2
Thermal transmittance (W/m2.oC)
Element U
Exterior wall 0.240
Roof 0.292
Terrace 0.289
Case A – Lightweight steel solution
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
1. Internal clay brick wall (11 cm)
2. External clay brick wall (15 cm)
3. Mortar (2 cm) + Paint
4. Air space (6 cm)
5. Mineral wool (6 cm)
EXTERIOR WALL AND SLAB
Case B – Concrete solution
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
1. Concrete frame
2. Clay brick wall (11cm)
3. Mortar
4. Mineral Wool (6cm)
5. Stucco
6. Paint
7. Nesting mortar
INTERIOR WALL
Case B – Concrete solution
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Bill of materials
Thermal transmittance (W/m2.oC)
Element U
Exterior wall 0.483
Roof 0.610
Terrace 0.500
Material Quantities Unit
Concrete C25/30 517482 kg
Reinforcement steel 15877 kg
Brick walls (int. + ext.) 120852 kg
Cement mortar 38508 kg
Insulation board (polystyrene) 1327 kg
Alkyd paint 139 kg
Case B – Concrete solution
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
PRODUCTION OF CONCRETE
(PCA)
INVENTORY ANALYSIS
Portland
Cement
Production
Coarse
Aggregate
Production
Fine Aggregate
Production
Material
Transportation
Ready-Mix Plant
Operations
Functional Unit of
Concrete
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
PRODUCTION OF STEEL (IISI)
Emissions
to earth
Equivalent
By-product
functions
By-products
minus
System
Raw material
and energy
production
(including
extraction)
Consumable
s production
Transportation Steelworks
Recovery
processes
Save
external
operations
Scrap
Natural
resources
from earth
Site boundaries
Steel
products
Non allocated
By-products
INVENTORY ANALYSIS
Merchant
scrap,
other
steelwork,
etc
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Operational energy quantification
ISO 13790⎯ A fully prescribed monthly quasi-steady state calculation method;
⎯ A fully prescribed simple hourly dynamic calculation method;
⎯ Calculation procedures for detailed dynamic simulation methods.
RCCTE (Dec.Lei 80) - Quasi-steady approach, in which dynamic
effects are taking into account by means of a gain and/or loss
utilization factor
annual energy need for heating (Nic) < Ni
annual energy need for cooling (Nvc) < Nv
European Directive on the Energy Performance of Buildings
[2002/91/CE]
OPERATION STAGE
ENERGY CERTIFICATION OF BUILDINGS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Climate data of Portugal
Coimbra Coimbra
Winter climatic zones Summer climatic zones
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Operational energy quantification
Heating season
Set point temperature: 20oC
Coimbra: climatic winter zone I1
Length of heating season: 6 months
Degree-days: 1 460 oC.days
Cooling season
Set point temperature: 25oC
Coimbra: climatic summer zone V2
Length of cooling season: 4 months (June-September)
OPERATION STAGE
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Energy need for space heating (per year):
NiC = 27.92 kWh/m2 (= 8835.67 kWh) < Ni = 81.08 kWh/m2
Nvc = 13.98 kWh/m2 (= 4424.50 kWh) < Nv = 18.00 kWh/m2
NiC = 34.17 kWh/m2 (= 10813.32 kWh) < Ni = 81.08 kWh/m2
Nvc = 11.26 kWh/m2 (= 3563.82 kWh) < Nv = 18.00 kWh/m2
Case A – LW. steel frame:
Case B – Concrete frame:
Case A – LW. steel frame:
Case B – Concrete frame:
Note: From the simulation analysis Ni = 4216.60 kWh (-52%)
Note: From the simulation analysis Nv = 6517.08 kWh (+47%)
Energy need for space cooling (per year):
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
OPERATIONAL ENERGY vs. EMBODIED ENERGY
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
END-OF-LIFE SCENARIOS
END-OF-LIFE STAGE
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
RESULTS OF LIFE CYCLE ANALYSIS
LIFE CYCLE ENVIRONMENTAL ANALYSIS – LIGHTWEIGHT
STEEL FRAME
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
RESULTS OF LIFE CYCLE ANALYSIS
LIFE CYCLE ENVIRONMENTAL ANALYSIS –
CONCRETE FRAME
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
RESULTS OF LIFE CYCLE ANALYSIS
LIFE CYCLE ENVIRONMENTAL ANALYSIS
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
RESULTS OF LIFE CYCLE ANALYSIS
LIFE CYCLE ENVIRONMENTAL ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
BRIDGE CROSSING A MOTORWAY
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Total area of the deck - 936.71 m2
Three spans: 18.50 m, 40.80 m and 18.50 m
BRIDGE CROSSING A MOTORWAY
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
A motorway bridge, with a required service life of 100 years,
to overpass a dual carriageway with a capacity of four lanes
in each direction.
PART B – Design guidelines for
Sustainable Construction
The functional unit
PART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Construction Operation End of lifeMaterial
Production
Raw material acquisition
Transportation to production site
Production of construction
materials
Transportation to construction site
Transportation of construction equipment
Use of construction equipment
Construction processes
Transportation of materials/waste to
disposal site
Demolition of structure
Use of equipment
Transportation of equipment
Maintenance operations
Rehabilitation processes
Traffic congestion
Traffic congestion
Traffic congestion
SCOPE OF THE ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
LIFETIME STRUCTURAL PERFORMANCEScenario-based approach: Maintenance Plan
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
TRAFFIC ANALYSIS
Year 2010 Year 2060 Year 2110ADT (vehicles/day) 31522 70287 79723
Year 2010 Year 2060 Year 2110ADT (vehicles/day) 5000 7500 10000
TRAFFIC UNDER AND ABOVE THE BRIDGE
AVERAGE DAILY TRAFFIC (ADT)
y = 13612ln(x) + 17037R² = 0,9537
25000
30000
35000
40000
45000
50000
55000
60000
65000
70000
0 5 10 15 20 25 30
TRAFFIC GROWTH OVER TIME
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Total emissions in work zone
TRAFFIC CONGESTION- QUEWZ model
TRAFFIC ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Environmental Impact Assessment (LCEA)
Social Impact Assessment (LCSA)
Economic Impact Assessment (LCCA)
Global warming (kg.CO2 eq)
Acidification (kg.SO2 eq)
Eutrophication (kg.NO2 eq)
Photo-oxidant formation (kg.C2H4 eq)
Ozone depletion (kg.CFC-11 eq)
Ecotoxicity (kg. 1,4-DB eq
Human toxicity (kg.1,4-DB eq)
Abiotic depletion (kg.Sb eq)
Initial costs (€)
Operational costs (€)
End-of-life costs (€)
Impacts on users of the bridge:
VOC(€), DDC(€), Safety Cost (€)
_______
CRITERIA
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Abiotic depletion
Acidification
Eutrophication
Global warming 100a
Ozone layer depletion steady state
Human toxicity 100a
Freshwater aquatic ecotox. 100a
Marine aquatic ecotox. 100a
Terrestrial ecotoxicity 100a
Marine sediment ecotox. 100a
Freshwater sediment ecotox. 100a
Photochemical oxidation
Reinforced concrete Steel production Steel fabrication
Painting of the bridge Asphalt Light-weight concrete
LIFECYCLE ENVIRONMENTAL ANALYSIS
MATERIAL PRODUCTION STAGE
Reinforced
concrete
Steel
fabrication
Painting of
steel structure
Asphalt
production
Light-weight
concrete
Materials
production
Steel
production
Transportation
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Abiotic depletion
Acidification
Eutrophication
Global warming 100a
Ozone layer depletion steady state
Human toxicity 100a
Freshwater aquatic ecotox. 100a
Marine aquatic ecotox. 100a
Terrestrial ecotoxicity 100a
Marine sediment ecotox. 100a
Freshwater sediment ecotox. 100a
Photochemical oxidation
Equipment during construction Traffic congestion
Transportation of precast concrete Transportation of steel structure
Transportation of fresh concrete Transportation of debris
Transportation of reinforcement steel
CONSTRUCTION STAGE
Transportation
of materials
Use of
equipment
Traffic
congestion
problems
Construction of
bridge
LIFECYCLE ENVIRONMENTAL ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
OPERATION STAGE
Transportation
of materials
Use of
equipment
Traffic
congestion
problems
Operation
of bridge
Production of
materials
LIFECYCLE ENVIRONMENTAL ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
-80% -60% -40% -20% 0% 20% 40% 60% 80% 100%
Abiotic depletion
Acidification
Eutrophication
Global warming 100a
Ozone layer depletion steady state
Human toxicity 100a
Freshwater aquatic ecotox. 100a
Marine aquatic ecotox. 100a
Terrestrial ecotoxicity 100a
Marine sediment ecotox. 100a
Freshwater sediment ecotox. 100a
Photochemical oxidation
Equipment during demolition Traffic emission during demolition
Transportation Disassemble of composite bridge
END-OF-LIFE STAGE
Demolition Use of
equipment
Traffic
congestion
problems
Operation
of bridge
Sorting of
materials
Transportation
of debris
Landfill Recycling
LIFECYCLE ENVIRONMENTAL ANALYSIS
End-of-life scenario
The steel structure is recycled (recycling rate of 90%) with an
efficiency of 0.952 (assuming a “close-loop” methodology)
and the remaining construction waste is sent to a landfill of
inert materials.
PART B – Design guidelines for
Sustainable Construction
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
AGGREGATE RESULTS
LIFECYCLE ENVIRONMENTAL ANALYSIS
-10% 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Abiotic depletion
Acidification
Global warming 100a
Ozone layer depletion steady state
Human toxicity 100a
Terrestrial ecotoxicity 100a
Eutrophication
Photochemical oxidation
Material production stage Construction stage Operation stage End-of-life stage
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
Abiotic depletion
Acidification
Global warming 100a
Ozone layer depletion steady state
Human toxicity 100a
Terrestrial ecotoxicity 100a
Eutrophication
Photochemical oxidation
Production of materials Transportation of materials Use of equipment Traffic congestion
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
LIFE CYCLE COST ANALYSIS
0,00 €
100.000,00 €
200.000,00 €
300.000,00 €
400.000,00 €
500.000,00 €
600.000,00 €
700.000,00 €
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
387.289,50 €
614.173,55 €
LIFE CYCLE SOCIAL ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Probabilistic analysis
0
10
20
30
40
50
60
70
80
90
Abitoc depletion Acidification Eutrophication Global warming
95%
75%
Mean
25%
5%@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version
0
1
2
3
4
5
6
7
8
9
10
Human toxicity Ozone depletion Photo. oxidation Ter. ecotoxicity
95%
75%
Mean
25%
5%
@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
LIFECYCLE ENVIRONMENTAL ANALYSIS
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
Probabilistic analysis
Deterministic analysis
LIFE CYCLE COST ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
Design of Sustainable Constructions
European Erasmus Mundus
Master Course
Sustainable Constructions
under Natural Hazards
and Catastrophic Events
0,00 €
100.000,00 €
200.000,00 €
300.000,00 €
400.000,00 €
500.000,00 €
600.000,00 €
700.000,00 €
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100
387.289,50 €
614.173,55 €
300
350
400
450
500
550
600
650
700
750
0 5 10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
10
0
Val
ue
s in
Th
ou
san
ds
(€)
5% - 95%
+/- 1 Std. Dev.
Mean
@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version@RISK Student Version
Probabilistic analysis
Deterministic analysis
LIFE CYCLE SOCIAL ANALYSIS
PART B – Design guidelines for
Sustainable ConstructionPART B
B1 – Life Cycle
Analysis
B2 – Lifetime
performance
B3 – Case studies
B4 – Assessment of
buildings – Part 1
• This lecture was prepared for the Edition 2 of SUSCOS
(2013/15) by Helena Gervásio (UC).
http://steel.fsv.cvut.cz/suscos
Thank you
for your attention
http://steel.fsv.cvut.cz/suscos
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