Safety of 5G Network Physical Infrastructures 191
References
1 Townsend, A. and Moss, M. (2005) Telecommunications Infrastructure in Disasters:
Preparing Cities for Crisis Communications. The Center for Catastrophe Preparedness &
Response, New York, 45 pp.
2 Bendimerad, F. (2013) Earthquake Risk Considerations of Mobile Communication
Systems. Earthquakes and Megacities Initiative Location, Diliman, Philippines.
3 Travanca, R., Varum, H. and Vila Real, P. (2013) The past 20 years of
telecommunication structures in Portugal. Engineering Structures, 48, 472–485.
4 Hawkins, D. (2010) Discussion of current issues related to steel telecommunications
monopole structures. Proceedings of the Structure Congress, pp. 2417–2438.
5 Stottrup‐Andersen, U. (2014) Masts and towers. Journal of the International
Associations of Shell Spatial Structures, 55(2), 69–78.
6 Smith, B. (2007) Communication Structures. Thomas Telford, London.
7 Marques de Souza, J. (2005) Stability analysis of VIVO RC poles (in Portuguese).
Proceedings of the Brazilian Congress on Bridge Structures. Rio de Janeiro, Brazil, 10 pp.
8 Carril, C., Isyumov, N. and Brasil, R. (2003) Experimental study of the wind forces on
rectangular latticed communication towers with antennas. Journal of Wind Eng. Ind.
Aerodyn., 91(8), 1007–1022.
9 Filipe, J., Travanca, R., Pipa, M. and Baptista, A. (2014) Monopoles for
telecommunications – the influence of the equipment for wind action definition
(in Portuguese). Proceedings of the 5th Portuguese. Proceedings of the Conference of
Structural Engineers, Lisbon, Portugal, 16 pp.
10 WEF (2015) Global Risks, 10th edition. World Economic Forum, Geneva, 69 pp.
11 Munich Re (2015) NatCatSERVICE. Loss Events Worldwide 1980–2014. Munich
Reinsurance Company, Munich, 9 pp.
12 UNISDR (2015) Making development sustainable: the future of disaster risk
management. Global Assessment Report on Disaster Risk Reduction, United Nations
Office for Disaster Risk Reduction, Geneva, 316 pp.
13 UNISDR (2012) Impacts of Disasters since the 1992 Rio de Janeiro Earth Summit.
United Nations Office for Disaster Risk Reduction, Geneva, 1 pp.
14 Ferreira, J. and Branco, F. (2007) Structural application of GRC in telecommunication
towers. Construction Building Materials, 21(1), 19–28.
15 Lanier, B., Schnerch, D. and Rizkalla, S. (2009) Behavior of steel monopoles
strengthened with high‐modulus CFRP materials. Thin‐Walled Structures, 47(10),
1037–1047.
16 Beale, R. and André, J. (2017) Design codes and general design guidance. Design
Solutions and Innovations in Temporary Structures. IGI Global, Pennsylvania.
17 BSI (1986) BS 8100‐1:1986 – Lattice Towers and Masts – Part 1: Code of practice for
loading, British Standards Institution (BSI), London.
References
1 Townsend, A. and Moss, M. (2005) Telecommunications Infrastructure in Disasters:
Preparing Cities for Crisis Communications. The Center for Catastrophe Preparedness &
Response, New York, 45 pp.
2 Bendimerad, F. (2013) Earthquake Risk Considerations of Mobile Communication
Systems. Earthquakes and Megacities Initiative Location, Diliman, Philippines.
3 Travanca, R., Varum, H. and Vila Real, P. (2013) The past 20 years of
telecommunication structures in Portugal. Engineering Structures, 48, 472–485.
4 Hawkins, D. (2010) Discussion of current issues related to steel telecommunications
monopole structures. Proceedings of the Structure Congress, pp. 2417–2438.
5 Stottrup‐Andersen, U. (2014) Masts and towers. Journal of the International
Associations of Shell Spatial Structures, 55(2), 69–78.
6 Smith, B. (2007) Communication Structures. Thomas Telford, London.
7 Marques de Souza, J. (2005) Stability analysis of VIVO RC poles (in Portuguese).
Proceedings of the Brazilian Congress on Bridge Structures. Rio de Janeiro, Brazil, 10 pp.
8 Carril, C., Isyumov, N. and Brasil, R. (2003) Experimental study of the wind forces on
rectangular latticed communication towers with antennas. Journal of Wind Eng. Ind.
Aerodyn., 91(8), 1007–1022.
9 Filipe, J., Travanca, R., Pipa, M. and Baptista, A. (2014) Monopoles for
telecommunications – the influence of the equipment for wind action definition
(in Portuguese). Proceedings of the 5th Portuguese. Proceedings of the Conference of
Structural Engineers, Lisbon, Portugal, 16 pp.
10 WEF (2015) Global Risks, 10th edition. World Economic Forum, Geneva, 69 pp.
11 Munich Re (2015) NatCatSERVICE. Loss Events Worldwide 1980–2014. Munich
Reinsurance Company, Munich, 9 pp.
12 UNISDR (2015) Making development sustainable: the future of disaster risk
management. Global Assessment Report on Disaster Risk Reduction, United Nations
Office for Disaster Risk Reduction, Geneva, 316 pp.
13 UNISDR (2012) Impacts of Disasters since the 1992 Rio de Janeiro Earth Summit.
United Nations Office for Disaster Risk Reduction, Geneva, 1 pp.
14 Ferreira, J. and Branco, F. (2007) Structural application of GRC in telecommunication
towers. Construction Building Materials, 21(1), 19–28.
15 Lanier, B., Schnerch, D. and Rizkalla, S. (2009) Behavior of steel monopoles
strengthened with high‐modulus CFRP materials. Thin‐Walled Structures, 47(10),
1037–1047.
16 Beale, R. and André, J. (2017) Design codes and general design guidance. Design
Solutions and Innovations in Temporary Structures. IGI Global, Pennsylvania.
17 BSI (1986) BS 8100‐1:1986 – Lattice Towers and Masts – Part 1: Code of practice for
loading, British Standards Institution (BSI), London.