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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 284 Sustainability and steel construction Night Airflow ..'-_—-'_- Radiative heat transfer Convective heat transfer Fig. 8.3 Diurnal cycle for fabric energy storage IEli, immediately above or below the slab. Examples are illustrated in the SCI publication Environmental Floor Systems. 7 8.7 Summary Steel in construction contributes in many ways to more sustainable solutions for the built environment. The major points are that the basic material is 100% recyclable without degradation, thereby contributing to conservation of resources. The building, in effect, becomes a warehouse of parts for the future. Design and construction methods have been, and continue to be, refined to optimize the use of the material and the resources needed to process it. Steel structures allow the creation of flexible space, and if they require alteration they lend themselves to adaptation. At the end of their viable life on a particular site, appropriate design and detailing mean that components can be deconstructed and re-used rather than recycled. A broader exposition of the issues raised can be found in the SCI Publication The Role of Steel in Environmentally Responsible Buildings. 6 References to Chapter 8 1. Eaton K.J. & Ogden R. (1995) Thermal and structural mass. The Architects Journal, 202, No. 8, 24 Aug., 43. 2. Bennetts R. (2001) High watermark. The Architects Journal, 214, No. 19, 22 Nov., 46–51. Day
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) References 285 3. Sansom M.R. (2001) Construction steel reuse and recycling rates approach 100%. New Steel Construction, Vol. 9 No. 4, July/Aug., pp. 12–13. 4. Eaton K.J. & Amato A. (1998) A comparative environmental life cycle assessment of modern office buildings. SCI P-182. The Steel Construction Institute, Ascot, Berks. 5. The Building Regulations. (2002) Part L Conservation of Fuel and Power, HMSO. 6. Gorgolewski M. (1999) The Role of Steel in Environmentally Responsible Buildings. SCI P-174. The Steel Construction Institute, Ascot, Berks. 7. Amato A., Ogden R. & Plank R. (1997) Environmental floor systems. SCI P-181. The Steel Construction Institute, Ascot, Berks.
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