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http://dx.doi.org/10.12652/Ksce.2013.33.1.219

Finite Element Analysis for Transmission Tower Behavior Characteristic by Connection Beam Stiffness  

Choi, YoungHo (Yonsei university)
Kyung, DooHyun (Yonsei university)
Lee, JunHwan (Yonsei university)
Publication Information
KSCE Journal of Civil and Environmental Engineering Research / v.33, no.1, 2013 , pp. 219-227 More about this Journal
Abstract
This study analyzed the effect of performance connected-type foundations of behavior and the connected beams according to the characteristics into soft clay transmission tower foundation. For this purpose, the finite element analysis model was built and connected to the transmission tower foundation mat and the contact area of the connection beam by the percentage change in the behavior and resistance characteristics were analyzed and finite element verification of the validity of the analytical model was conducted using connected-type transmission tower results of the model experiments constructed, and effective connected-type transmission tower basis of the behavior of connected beams were selected by analyzing the effect due to the increase of the stiffness. In addition, weak analysis by connected beam self-bending moment distribution was conducted.
Keywords
Transmission tower; Connected beam; Displacement; Plaxis 3D Foundation; Bending Moment;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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