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4 Aug 2010: 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability.

20 Mar 2000: ture for changes in use [5]. It wasrecognised early in the work that car-bon fibre is not economic when viewedon the basis of the material cost. ... time.Similarly, the use of GFRP compositesfor complete structures is proving tobe economic when there are

20 Mar 2006: rectangular structures, of which an example was shown in Figure 3, has produced many exam-.

3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment.

24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical

22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved.

31 Mar 2004: Site response analysis for the layered soil also showed that there was visible advantage of using a 2D non -linear program over 1D program, as this would enable an economic design.

22 Aug 2001: particularly for the shallow penetration mechanism. 2 5. Acknowledgement. This study was made possible by the financial support of the European Economic.

12 Oct 2010: Economic Viability of FRP Prestressed Concrete Structures - Complete . Fibre Reinforced Polymers and aramid ropes have been identified as suitable materials for reinforcing and prestressing concrete. ... The problem appears to be economic, but this

3 Aug 2011: For exam-ple, Singapore Marine Clay has cv of 0.5m2/yr to 1.7m2/yr( [22]) and 0.47m2/yr to 0.6m2/yr ( [23]).