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Predictable Element Investigation of a Section of Fiber Reinforced Polymer Satirized Tower
Authors
1,2,3Asst.Prof, Civil Dept.,sriramakrishnaengineering college,coimbatore–TN.
Article Information
- DOI
- No DOI
- Published In
- Volume 1, Issue 4 (2021)
- Published Online
- July-August 2021
- Pages
- 08-09
- Article Type
- Research Article
- Check for updates
- No DOI available for cross-reference
References
1. Alshurafa, S., & Polyzois, et al. An experimental and numerical study into thedevelopmentofFRPguyed towers.s.l. :Composite
structures.,(2018a).779-790.
2. IS:875(Part3)-1987"WindsLoads".
3. N. Prasad Rao, R. P. Rokade and R. Balagopal. Failure investigation ofGFRPcommunicationtowers.2017.79.
4. Sami Alshurafa, Hasan Alhayek, Dimos Polyzois. Finite Element
MethodforthestaticanddynamicanalysisofFRPguyedtower.https://doi.org/10.1016/j.jcde.2018.08.004.[Online]Journalofcomputationaldes
ignandengineering,2018.
5. Canadian Standard Association. Ontario, Canada: Antennas, tower andantenna-supportingstructures.,2001.CSA-S37-01.
6. Polyzois, D., Raftoyiannis, I., et al. A experimental and analytical study of lattice structure made from FRP composite materials. s.l. :
Journal ofcompositestructures,2013.97:165-175.
7. Sparling BF, Davenport AG. Three-dimensional dynamic response ofguyedtowertowindturbulence.s.l.
:CanadianJournalofcivilengineering,1998.25:512-525.
structures.,(2018a).779-790.
2. IS:875(Part3)-1987"WindsLoads".
3. N. Prasad Rao, R. P. Rokade and R. Balagopal. Failure investigation ofGFRPcommunicationtowers.2017.79.
4. Sami Alshurafa, Hasan Alhayek, Dimos Polyzois. Finite Element
MethodforthestaticanddynamicanalysisofFRPguyedtower.https://doi.org/10.1016/j.jcde.2018.08.004.[Online]Journalofcomputationaldes
ignandengineering,2018.
5. Canadian Standard Association. Ontario, Canada: Antennas, tower andantenna-supportingstructures.,2001.CSA-S37-01.
6. Polyzois, D., Raftoyiannis, I., et al. A experimental and analytical study of lattice structure made from FRP composite materials. s.l. :
Journal ofcompositestructures,2013.97:165-175.
7. Sparling BF, Davenport AG. Three-dimensional dynamic response ofguyedtowertowindturbulence.s.l.
:CanadianJournalofcivilengineering,1998.25:512-525.
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