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For the detailed study, the case 1.
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Image 12. Relative humidity of moni
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In case of mineral wool insulation,
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1.1.2.2 Replacement of original the
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Table 3. The maximum possible leaki
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Image 21. Un-insulated wall (left)
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Image 24. Performance of a solid wa
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3.2.1 (E1) 100 mm MW + thin renderi
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Image 28. Water leakage points of d
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Image 32. Moisture and temperatures
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Image 36. Water leakage point in a
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1.4 Krakow Int.EPS 0.00% 147.16 3.8
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case with actual material propertie
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Table 10. Different refurbishment m
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- EPS or PUR foam on inner surface
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V cap is volume of all capillary po
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Mould growth Numerical simulation o
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uptake, the evaporation of water va
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1.1.4.6 Case study 1: Jyväskylä (
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The condition and the expected rema
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Image 46. Results for the PUR refur
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MW or PUR MW Image 48. Refurbished
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ESP Image 51. Original unrefurbishe
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Corrosion (relative to LS) 1,0 0,9
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The time of refurbishment is the ti
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The monitoring points of carbonatio
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Mould Growth Index 6 5 4 3 2 1 Orig
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1.1.4.13 Variables in the analyses
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after the risk period is a result o
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1.1.4.15 References Fagerlund, G. 1
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SUSREF 2 (11) temperature is actual
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SUSREF 4 (11) HDD A ( U ref U ren
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SUSREF 6 (11) Q H Q Q (3) losses
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SUSREF 8 (11) 2 Significant improve
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SUSREF 10 (11) Table 9. Effect of I
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SUSREF 1 (9) Deliverable: D4.2 - Ge
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SUSREF 3 (9) Paris Month CDD_4h CDD
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SUSREF 5 (9) The results show that,
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SUSREF 7 (9) 3 EPS 0.05 0.039 4 hol
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SUSREF 9 (9) 1.00 0.00 0.00 0.00 0.
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SUSREF 2(19) Arrays are most often
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SUSREF 4(19) Figure 2. Solar electr
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SUSREF 6(19) North facing Electrici
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SUSREF 8(19) London Electricity pro
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SUSREF 10(19) 1.4 Discussion For fi
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SUSREF 12(19) Figure 12. Solar ther
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SUSREF 14(19) Solar fraction of DHW
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SUSREF 16(19) Solar fraction of DHW
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SUSREF 18(19) 3 PVT Photovoltaic an
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SUSREF 1 (13) Deliverable: D4.2 Tit
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SUSREF 3 (13) Extra Insulation mate
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SUSREF 5 (13) Life cycle costs - Ca
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SUSREF 7 (13) Sandwich E2-LCC (eur/
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SUSREF 9 (13) Solid concrete E1-LCC
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SUSREF 11 (13) Summary and conclusi
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SUSREF 13 (13) Künzel Helmut, Kün
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SUSREF 2 (10) Evaluation criteria:
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SUSREF 4 (10) W1_Solid wall; Brick,
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SUSREF 6 (10) W5_Insulated load bea
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SUSREF 8 (10) Thick noncombustible
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SUSREF 10 (10) Combustible -2
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2 (14) refurbishment on the individ
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4 (14) aggravation indoor air) incr
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6 (14) 1.2.2 Air quality Air qualit
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8 (14) Ventilation efficiency -2 th
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10 (14) If existing wall has infect
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12 (14) 1.5.3 Acoustics The effect
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14 (14) 1.6.3 Acoustics The replace
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Mardjalevic & Rogers, 2006) 2 . In
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Figure 3: Example room to be simula
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For Helsinki: Facade Orientation Ea
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For Bilbao: Facade Orientation East
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SUSREF Sustainable Refurbishment of
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3 (18) be removal of cladding, impr
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5 (18) 2 Significant improvement or
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7 (18) 3. External insulation (E) 3
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9 (18) Dfb Dfc 0 -1 0 -1 0 -1 0 -1
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11 (18) Cfb Cfbw Csa Dfb Dfc 2 2 2
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13 (18) Cfb - temperate withou
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15 (18) Dfb - cold, without dry s
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17 (18) Dfc - cold, without dry se
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3 (3) 5. Cavity insulation Cavity i
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2 (40) Easiness of maintenance (ex
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4 (40) Figure 2.1.1. Solid wall - d
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6 (40) 2.2 Sandwich elements made w
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8 (40) Table 2.2.2. Vulnerability t
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10 (40) Maintenance procedures and
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Figure 2.4.1. Left: Load bearing ca
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14 (40) Table 2.4.2. Vulnerability
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16 (40) Dirt and microbial growth.
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18 (40) Table 3.1.1.2. Vulnerabilit
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20 (40) Table 3.1.1.3 Continued. Th
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Figure 3.1.2.2. Retrofitting extern
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24 (40) Table 3.1.2.2. Vulnerabilit
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26 (40) Table 3.1.2.3 Continued. Th
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28 (40) Figure 3.1.3.1 Brick veneer
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30 (40) Table 3.1.3.2. Vulnerabilit
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32 (40) 3.2 Internal insulation On
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34 (40) Table 3.2.2. The effects on
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36 (40) Table 3.3.1. Vulnerability
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38 (40) 5. Bibliography Askeland A
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Zirkelbach D Influence ogf temperat
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Form. Strictly speaking, form deser
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The thermal environment also includ
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It is important to identify the cha
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4. References Heschong, L. (1980).