TINJAUAN STANDART KESTABILAN TOWER NG STANDAR 30 METER TERHADAP BEBAN GEMPA DINAMIS DENGAN BERBAGAI SITUS KELAS TANAH SESUAI SNI 1726-2012

Sigid Bayu Sudarmaji, Muhtar Muhtar, Pujo Priyono

Abstract


The development of world telecommunications is growing very rapidly occur today, requires the telecommunications provider to provide a means of expanding the reach of mobile phone signal and internet signal in the form of 2G, 3G and 4G. With it the necessary means of supporting specialized tower BTS (Base Transceiver Station) to carry the antenna ata certain height.

In planning the establishment of the BTS tower. The load effect in the form of self weight live load and wind load. But necessary review of the value of the Twist, Sway, and Displacement due to earthquake loads that occur with a variety of site classes of the soil in the form of rock soil, hard soil, medium soil and soft soil in accordance with SNI 1726-2012.

 


Keywords


BTS Tower, value of Twist, Sway, and Displacement, SNI 1726-2012

References


ANSI/TIA/EIA. 1996, Structural Standards for Steel Antenna Tower and Antenna Supporting Structure. U.S.A.

American Institute of Steel Construction (AISC). (2010), Specification for structural steel buildings, Chicago.

ASTM. 2014. Annual Book of ASTM Standards. Vol. 05.06. American Society for Testing and Materials: West Conshohocken, PA.

Badan Standarisasi Nasional. 2012. Tata Cara Perencanaan Ketahanan Gempa Untuk Bangunan Gedung (SNI 03-1726-2012). Jakarta. Gunawan, Rudi. 1987, Tabel Profil Konstruksi Baja, Kanisius, Jakarta. Pusat Penelitian dan Pengembangan Permukiman - Kementerian Pekerjaan Umum. Aplikasi Desain Spectra Indonesia, PPMB-ITB




DOI: https://doi.org/10.32528/hgn.v5i1.3591

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