Sustainable Construction A Life Cycle Approach in Engineering

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TFRC-1.5 TFRC-1.0 TFRC-2.0 Figure 10: TFRC – Deflection at mid-span IFCA-2.0 IFCA-1.0 IFCA-1.5 Figure 11: IFCA – Deflection at mid-span IFCB-2.0 IFCB-1.5 IFCB-1.0 Figure 12: IFCB – Deflection at mid-span 84
IFCC-2.0 IFCC-1.0 IFCC-1.5 Figure 13: IFCC – Deflection at mid-span The curves above indicate that the initial load behaviour of the various beams was generally linear until the point where initial cracking started, showing non-linear behaviour. Beam CM (no fibres) failed soon after the first crack, with poor levels of ductility. The remaining test specimens exhibited better performance, as the beams continued to deflect. This led to the post-peak descending portion of the load-deflection curves. 3.2.1 Peak Load A substantial increase in peak load is observed for all test specimens containing fibres (TFRC – IFCC) when compared to the control mix (CM). The fibres embedded in the matrix bridged the micro-cracks during the elastic stage, and prevented crack propagation. Consequently, the matrix was able to support higher loads prior to failure. The highest peak load recorded was 20.9kN, measured for IFCA-2.0. When compared to the load achieved by the control mix (13.8kN), this resulted in an increase of 7.1kN. Figure 14: Peak Load – Effect of volume fraction 85
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Sustainable Construction A Life Cyc
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COST- the acronym for European COop
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Foreword The COST Action C25 "Susta
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Contents Sustainability of Construc
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Sustainability of Constructions Int
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1.4 Raising the level of Sustainabl
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Sustainability of Construction Stru
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WP9 WP10 ‣ Verification methods f
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In the context of the Action a comp
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ia. (“Politehnica” University o
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- Introduction to the aims and obje
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The Role of Environmental Assessmen
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2 ENVIRONMENTAL ASSESSMENT OF BUILD
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process is used to facilitate the e
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With assistance of information tech
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Building Sustainability Assessment:
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• To improved reliability through
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Table 2. Parameters declared in the
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From the outputs of this building s
Page 45 and 46: Green Building Design Guideline İ.
Page 47 and 48: 2.2.1. Solar shading Solar shading
Page 49 and 50: Use state-of-the-art irrigation con
Page 51: REFERENCES: Ayaz ,E. Mimarist perio
Page 55 and 56: Structural, economic and environmen
Page 57 and 58: Figure 1. Types and sources of data
Page 59 and 60: espiratory inorganic substances and
Page 61 and 62: Table 3. CML results, exact values
Page 63 and 64: nario. That means, flows of the rec
Page 65 and 66: 1900 1910 1920 1930 1940 1950 1960
Page 67 and 68: Alt. A Alt. B Figure 8. Alternative
Page 69: ACKNOWLEDGMENT Authors from Technic
Page 72 and 73: Load, kN The aim of this comparativ
Page 74 and 75: On the basis of previous conclusion
Page 76 and 77: Table 6. Inventory table per FU (1p
Page 78 and 79: As the experiments have shown, comp
Page 80 and 81: 1) covered with patterned stainless
Page 82 and 83: • Energy: the operational energy
Page 84 and 85: 4 LIFE CYCLE INVENTORY 4.1 Methodol
Page 86 and 87: 6 ACKNOWLEDGEMENT B. Rossi is suppo
Page 89 and 90: The potential use of Waste Tyre Fib
Page 91 and 92: Table 2: Geometric properties of th
Page 93 and 94: Table 3: Tensile Strength of shredd
Page 95: Figure 8: Compressive strength 28 d
Page 99 and 100: Figure 17: Toughness Index - Effect
Page 101: Laws of Malta. 2001. CAP 435 Enviro
Page 104 and 105: the future, the model will most lik
Page 106 and 107: for each of the potential solutions
Page 108 and 109: stavb. Magistrsko delo. Ljubljana,
Page 110 and 111: 1.2 UK Roadmap to Carbon Zero The U
Page 112 and 113: 1.5 Design Team Cabe, the governmen
Page 114 and 115: • Perceptions of End Users: Discu
Page 116 and 117: REFERENCES BAILEY L, TOLMIE-THOMSON
Page 118 and 119: to the production of the specific u
Page 120 and 121: Figure 1. Proposals of different de
Page 122 and 123: The sustainable development of tran
Page 124 and 125: 3.2 Bed Zed, UK Bed zed is a commun
Page 126 and 127: GWL these uses are separated while
Page 128 and 129: Energy consumption for heating, kWh
Page 130 and 131: Heat losses, MWh Heat losses, MWh t
Page 132 and 133: REFERENCES: Juodis, E. 2000. Energy
Page 134 and 135: Facades form the biggest part of th
Page 136 and 137: placed over the sun-path-diagram wi
Page 138 and 139: In the table, when the simulation p
Page 140 and 141: estimate the output of the panels i
Page 142 and 143: plan. The aim of this kind of chang
Page 144 and 145: First (front) group (zone) Second (
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predicted, illustrated and listened
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Figure 13 Evaluation of receiver po
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138
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140
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2 POSITIONING STRUCTURAL FLEXIBILIT
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Table 1: Building layers Envelope F
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Figure 5: The results of the survey
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1 INTRODUCTION Bridges are importan
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3 CONCLUSION This paper reviewed st
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tween this bridge and a reinforced
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The construction sequence assumed f
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Agency life cycle costs (present va
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Figure 3a: User’s life cycle cost
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Figure 5: system boundaries for the
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162
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the construction of these bridges.
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Figure 2a „Flat-Pack‟ arch syst
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As far as analysis of the „FlexiA
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Figure 5 Initial/whole life cycle c
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FLIR Systems 13.9 °C FLIR Systems
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Figure 2: NPV of costs in 60 year b
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REFERENCES 1. ATTMA - The Air Tight
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2 MULTI-CRITERIA DECISION MAKING ME
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The results of pairwise comparisons
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with C i* =1 if A i =A * . 3 APPLIC
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Figure 4. Criteria taken into accou
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As far as the problem of the constr
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timber connection with appropriate
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Numerical simulations of ash pegs t
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192
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a building this gives a prime excus
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Lack of past investment in the main
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2.3 Methodology The research will b
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