شماره ركورد كنفرانس :
4891
عنوان مقاله :
A Comparative Study of Many Well- Known Codes of Practice for Loading of Self-Supporting Telecmmunication Towers
Author/Authors :
Sahab Mohammad Ghasem faculty of civil engineering - Tafresh university , Fallahnezhad Ayyoub faculty of civil engineering - Tafresh university
كليدواژه :
wind loading , Self-Supporting lattice towers , telecommunication towers , lattice towers
عنوان كنفرانس :
نهمين كنگره بين المللي مهندسي عمران
چكيده فارسي :
فاقد چكيده فارسي
چكيده لاتين :
Self-Supporting lattice towers are special structure, which is mostly used as electrical transmission pole
and telecommunication towers. Many codes of practice have been published for loading and design of
these types of structures. These types of towers are generally lightweight in comparison to building a
solid structure and are also easier to fabricate and erect. Self-Supporting telecommunication towers are
designed to resist environmental loads such as wind and ice accretion on their components, usually
without considering earthquakes.This paper presents a comparative study of ASCE/SEI 7-05(2006) ,
TIA/EIA-222-F(1996) , Indian standard part3 (IS:875), BS 8100 and Iranian code part6 which commonly
used for loading telecommunication towers in many countries. A detailed example is presented to
illustrate the overall comparison and to high light the main differences of compared codes of practice.
Structure of study is as follows: At the first, design code parameters such as Gust Response Factor,
structure force coefficient and etc. have been investigated. Then a tower as a case study has been analyzed
based on wind design code. Finally, the maxima and minima of the shear and moment force induced at
the height of the tower found to be related on BS8100 and ASCE/SEI 7-05(2006) code of design,
respectively.