Structural effects of unequal leg lengths in lattice steel towers with the D-type bracing system

Author:

Chen Chun-ChungORCID,Siao Sheng-Yuan,Jiang Chi-Rung,Lee Bo-Han,Yeh Fang-Yao

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

1. Seismic time-history response analysis of special high-low-legs transmission tower with transition sections;Wu;Shandong Electr. Power,2019

2. Studies on failure of transmission line towers in testing;Prasad Rao;Eng. Struct.,2012

3. A full-scale experiment of a lattice telecommunication tower under breaking load;Szafran;J. Constr. Steel Res.,2016

4. Analysisi of unequal leg transmission tower line system in wind vibration response;Qin;Appl. Mech. Mater.,2015

5. Experimental and numerical researches on a new type of tower for steep mountainous ares;Gan;Eng. Struct.,2020

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