Sustainable Construction A Life Cycle Approach in Engineering

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COST Action C25 International Symposium Sustainable Construction: A Life Cycle Approach in Engineering Chapter 1 Sustainable Construction 15
Page 3: Sustainable Construction A Life Cyc
Page 6 and 7: COST- the acronym for European COop
Page 9 and 10: Foreword The COST Action C25 "Susta
Page 11 and 12: Contents Sustainability of Construc
Page 13 and 14: Sustainability of Constructions Int
Page 15 and 16: 1.4 Raising the level of Sustainabl
Page 17 and 18: Sustainability of Construction Stru
Page 19 and 20: WP9 WP10 ‣ Verification methods f
Page 21 and 22: In the context of the Action a comp
Page 23 and 24: ia. (“Politehnica” University o
Page 25: - Introduction to the aims and obje
Page 30 and 31: Environmental assessment should be
Page 32 and 33: ternal user (Lützkendorf & Lorenz,
Page 34 and 35: 150 years for inaccessible or struc
Page 36 and 37: Kohler, N. & Moffatt, S.2003. Life-
Page 38 and 39: and water as well as production of
Page 40 and 41: Table 1. List of categories and sus
Page 42 and 43: The indicator Ij is the result of t
Page 44 and 45: REFERENCES Kibert, Charles J. 2005.
Page 46 and 47: The Construction, maintenance and u
Page 48 and 49: ing to be burnt or sent to a dispos
Page 50 and 51: 4.0 DISCUSSION World is now on the
Page 53: COST Action C25 International Sympo
Page 56 and 57: 2 BACKGROUND 2.1 Structural behavio
Page 58 and 59: influence, will be considered more
Page 60 and 61: Three important aspects of Figure 2
Page 62 and 63: Considering these requirements a qu
Page 64 and 65: Hydro power Bio energy Fossil Nucle
Page 66 and 67: New composite high performance sili
Page 68 and 69: However, the considered column resi
Page 71 and 72: Comparative Life Cycle Impact Asses
Page 73 and 74: Load, kN Load, kN Load, kN 1400 Rei
Page 75 and 76: The potential acidification effect
Page 77 and 78:
3,0 2,5 2,0 1,5 1,0 0,5 0,0 EP g PO
Page 79 and 80:
Life cycle inventory of stainless s
Page 81 and 82:
To achieve a complete study assessi
Page 83 and 84:
• When subjected to high concentr
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5 CONCLUSIONS In this paper, a rela
Page 87:
International Iron & Steel Institut
Page 90 and 91:
2 EXPERIMENTAL INVESTIGATION 2.1 Me
Page 92 and 93:
Figure 3: The distribution of fibre
Page 94 and 95:
2.5 The Hardened Concrete propertie
Page 96 and 97:
TFRC-1.5 TFRC-1.0 TFRC-2.0 Figure 1
Page 98 and 99:
Figure 15: Peak Load - Effect of fi
Page 100 and 101:
Interpretation of the various load
Page 103 and 104:
Sustainable planning of renewal of
Page 105 and 106:
Because of all possible combination
Page 107 and 108:
of criteria is the most difficult a
Page 109 and 110:
Perceptions of sustainable housing
Page 111 and 112:
1.3 Sustainable Housing in Europe T
Page 113 and 114:
This paper outlines a research proj
Page 115 and 116:
etween the sub sections of home loc
Page 117 and 118:
Sustainable design in the neighborh
Page 119 and 120:
2.2 Population density and sustaina
Page 121 and 122:
In some cases part of the buildings
Page 123 and 124:
The support of the local trade can
Page 125 and 126:
the energy for 40 small electric ca
Page 127 and 128:
Energy saving in Lithuanian buildin
Page 129 and 130:
• only a small percentage of the
Page 131 and 132:
Reduction of energy consumption in
Page 133 and 134:
Examination of photovoltaic (PV) co
Page 135 and 136:
onmental changes. As architectural
Page 137 and 138:
3 USE OF SIMULATION PROGRAM PVSYST
Page 139 and 140:
Figure 5. Shading analysis of profi
Page 141 and 142:
An acoustical and visual evaluation
Page 143 and 144:
setting area STAGE AUDITORIUM AUDIT
Page 145 and 146:
language named as “GeoLisp”. Th
Page 147 and 148:
Figure 9 Evaluation of receiver poi
Page 149 and 150:
T30 is the only acoustical paramete
Page 151 and 152:
COST Action C25 International Sympo
Page 153 and 154:
Structural Flexibility: Inventory a
Page 155 and 156:
The first step is to split the conc
Page 157 and 158:
3.5 Configurations Within the matri
Page 159 and 160:
A Literature review of life cycle a
Page 161 and 162:
2.2 Existing research of Life cycle
Page 163 and 164:
Inflation adjusted LCCA of a compar
Page 165 and 166:
The construction of the bridge was
Page 167 and 168:
Following equation is used to disco
Page 169 and 170:
3.3 User costs The impact on the us
Page 171 and 172:
Life cycle costs (present value Eur
Page 173 and 174:
REFERENCES [1] Gervasio H. et. al.
Page 175 and 176:
Embodied energy in the „Flexiarch
Page 177 and 178:
tension in the polymeric reinforcem
Page 179 and 180:
installed the displacement transduc
Page 181 and 182:
6. FUTURE TECHNICAL DEVELOPMENTS No
Page 183 and 184:
Refurbishment of multi-dwelling bui
Page 185 and 186:
2 ANALYSIS OF REFURBISHMENT SCENARI
Page 187 and 188:
Environmental aspect: VARIANTA VAR1
Page 189 and 190:
Multi-criteria decision making meth
Page 191 and 192:
n k L Kj Lj wj (3) j1 R(A / A ) (
Page 193 and 194:
The TOPSIS method TOPSIS method is
Page 195 and 196:
As for criteria, also in this case
Page 197 and 198:
The use of timber tenon joints with
Page 199 and 200:
In fact, for what concern wood mate
Page 201 and 202:
Although a number of papers can be
Page 203 and 204:
ect deconstruction, the structure h
Page 205 and 206:
Sustainable Conservation of Heritag
Page 207 and 208:
1.3 Heritage at risk & vacant histo
Page 209 and 210:
new procedure but is it an effectiv
Page 211 and 212:
Tyzack, A. (2006). Crumbling Herita
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