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    • Volume 08 No. 1, Januari 2008
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    • Terbitan Berkala Ilmiah (Journal)
    • Dinamika Teknik Sipil*
    • Volume 08 No. 1, Januari 2008
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    ANALISA RESPON STRUKTUR MENARA PEMANCAR TIPE “MONOPOLE“ 120 m AKIBAT BEBAN ANGIN RENCANA DENGAN PERIODE ULANG 10 TAHUNAN DI STASIUN BADAN METEOROLOGI DAN GEOFISIKA SEMARANG

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    _11_ Sumargo-Poltek Bandung.pdf (414.3Kb)
    Date
    2008-01
    Author
    Sumargo
    Djihad, Achmad
    Setiawan, Iwan
    Arief Mulyadi, Dudi
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    Abstract
    Tower is one of the facility to support signal which is influenced by the elevation factor. For a tower at high elevation, the influence of wind will be very significant to the structure. Therefore, wind site survey should be conducted prior to tower design. The type of tower considered is tapered monopole of 120 m high constructed at Meteorology and Geophysics Station, Semarang. The measurement of anemometer and data analysis resulting in wind velocity of 10-year return period. It was obtained that the maximum wind velocity was 100.8 km/hour or equivalent to 28 m/sec and this will the input for the following analysis. The upper structure analysis is carried out with the help of MsTower which is referred to EIA/TIA-F and LRFD concept. With input of maximum velocity obtained from survey, the tower was analyzed for internal forces. The axial forces is 115.0466 ton and moment about x-axis of 16.00 ton-m.
    URI
    http://hdl.handle.net/11617/137
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    • Volume 08 No. 1, Januari 2008

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