Ecological Requirements for Concrete Construction

Article Preview

Abstract:

The population explosion has lead to a markedly increased exploitation of our natural environment, hence the expression „sustainable development has become a catch phrase. In a historical perspective ecological problems recently became acute and this is why it is necessary to act quickly. It is obvious that we have to pay extreme attention to how we treat our environment and our sources. This necessarily will be reflected in the actions of the lawmakers in the future, and for the building industry the results will be that the authorities will enforce new law and regulations with direct consequences for the choice of materials and building techniques. There will be developed a set of standards dealing with environmental matters, putting limitations especially on the consumption of natural resources. Some countries already has standards dealing with various ecological aspects, like recirculation, down cycling, etc. The customers will prefer building products and systems that can document compliance with environmental attitudes. For all activities the environmental burden will be evaluated and limited by laws and regulations. Consequently the industry’s accountability for the environment will be a prerequisite for remaining in business.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

111-118

Citation:

Online since:

October 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Gattesco, N., Franceschinis, R., Kristek, V., Kravtsov, A., Rimal, J., Strengthening effectiveness of ancient masonry bridges, 6th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2012, Pages 1055-1062, Italy, (2012).

DOI: 10.1201/b12352-147

Google Scholar

[2] Alexander, S., Precast Concrete Construction Seen from an Ecological Point of View, Proc. of FIP Symposium March 1997, Johannesburg.

Google Scholar

[3] Vambersky, J.N.J.A., Precast Concrete in Buildings Today and in the Future, The Structural Engineer, Vol. 72, No. 15/2, August (1994).

Google Scholar

[4] Blockley, D., Structural failure and Hazard Engineering, Structural Engineering International, Vol. 3, No. 4, (1993).

Google Scholar

[5] Van Breugel, Structural Protective Systems for Enhancement of Safety of Life and Limb, Proc. of FIP Symposium March 1997, Johannesburg.

Google Scholar

[6] Sykora, M., Holicky, M., Maňas, P., Methodology for the quantitative risk assessment of road bridges exposed to accidental events, European Safety and Reliability Conference, ESREL 2014, Pages 2235-2240, Wroclaw, Poland, (2014).

DOI: 10.1201/b17399-306

Google Scholar

[7] Prochazka, P.P., Kravtsov, A.N., Lok, T.S., Assessment of laminated cylindrical arch loaded by a shock wave, International Journal of Protective Structures, Volume 2, Issue 2, June 2011, Pages 267-282.

DOI: 10.1260/2041-4196.2.2.267

Google Scholar

[8] Pospichal, V., Kravtsov, A., Svoboda, P., Multi Hazards for Nuclear Power Plants. Part 1. Wind hasards, CTU Publishing House, ISBN: 978-80-01-05491-8, (2014).

Google Scholar

[9] Vrouwenvelder, T., Leira, B.J., Sykora, M., Modelling of hazards, Journal of the International Association for Bridge and Structural Engineering (IABSE), Volume 22, Issue 1, February 2012, Pages 73-78.

DOI: 10.2749/101686612x13216060213356

Google Scholar