Zobrazeno 1 - 10
of 12
pro vyhledávání: '"R. P. Rokade"'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In this article, an attempt has been made to estimate the Modelling Error (ME) associated with compression capacity models available in international standards for different failure modes of compression members fabricated from Cold-Formed Steel (CFS)
Externí odkaz:
https://doaj.org/article/c577cdf3d76e43348cb02c3f8e0f6ffa
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 101:233-246
Triangular-based communication towers result in significant weight reduction compared to conventional square-based towers. Hot-rolled 90° steel equal angle sections with bent-up gusset plates are used for triangular towers, since 60° angles are not
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f95556d5e0253950a9ad111ab963148c
https://doi.org/10.1007/s40030-020-00436-6
https://doi.org/10.1007/s40030-020-00436-6
Investigation on Buckling Behaviour of GFRP Angle Sections with Bolted Connections in Lattice Towers
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 101:327-342
Glass fibre-reinforced polymer (GFRP) angle is an emerging alternative material to conventional steel angle sections in transmission line (TL)/communication towers, because of their superior characteristics such as high strength to weight ratio, high
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dac9a28ad3cce0b10294ab7a55bb350d
https://doi.org/10.1007/s40030-020-00432-w
https://doi.org/10.1007/s40030-020-00432-w
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In this article, an attempt has been made to estimate the Modelling Error (ME) associated with compression capacity models available in international standards for different failure modes of compression members fabricated from Cold-Formed Steel (CFS)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5f25fc1b2f027a338e5b3c8830e071ce
https://doaj.org/article/c577cdf3d76e43348cb02c3f8e0f6ffa
https://doaj.org/article/c577cdf3d76e43348cb02c3f8e0f6ffa
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 99:595-607
Steel pole structures are suitable alternate to transmission line towers, due to difficulty encountered in finding land for the new right of way for installation of new lattice towers. The steel poles have tapered cross section and they are generally
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c96ab1d78268ec75f3c7a416b4f0e61e
https://doi.org/10.1007/s40030-018-0298-3
https://doi.org/10.1007/s40030-018-0298-3
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 99:269-277
Due to increase in demand for power supply and increase in bandwidth for communication industry, the existing transmission line (TL) and communication towers needs to be strengthened. The strengthening of existing tower is economical rather than inst
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c318629eb960e407b14b9dac625a0360
https://doi.org/10.1007/s40030-018-0287-6
https://doi.org/10.1007/s40030-018-0287-6
Publikováno v:
Engineering Failure Analysis. 79:397-407
The rapid growth in telecommunication system requires a large number of free-standing and guyed towers. Glass Fiber Reinforced Polymer (GFRP) material is corrosion resistant and light weight with specific gravity one-fourth of steel. In triangular ba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f3ae5a1704f23e9b4368ab88498bbc3
https://doi.org/10.1016/j.engfailanal.2017.05.002
https://doi.org/10.1016/j.engfailanal.2017.05.002
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811303647
The transmission and communication towers are subjected to increased loading due to its voltage upgradation and installation of new antennas in existing towers for new line of sight, respectively. Hence, cost-effective structural upgrading scheme has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2ff9f6a21507c99959cbd0dac5e65b6a
https://doi.org/10.1007/978-981-13-0365-4_54
https://doi.org/10.1007/978-981-13-0365-4_54
Publikováno v:
The IES Journal Part A: Civil & Structural Engineering. 6:189-198
This paper is concerned with the use of Schifflerised angle sections for triangular-based lattice communication towers. The torsional-flexural buckling properties of conventional 90°, 60° and schifflerised angles are compared. The experimental resu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c70e13dd9d6161bd457fa8ea21b4362
https://doi.org/10.1080/19373260.2012.757210
https://doi.org/10.1080/19373260.2012.757210
Publikováno v:
Engineering Failure Analysis. 18:1018-1029
Self supporting lattice type towers are most commonly used for power transmission. It is very difficult to get land in urban areas for installation of conventional lattice towers for power transmission. Poles are suitable alternate supports to the co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8b6bce277618528b022363764e062e6
https://doi.org/10.1016/j.engfailanal.2010.12.014
https://doi.org/10.1016/j.engfailanal.2010.12.014