Joint stress based deflection limits for transmission line towers
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저자
B. Gayathri
Raghavan Ramalingam
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제어번호
104824934
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학술지명
Steel and Composite Structures, An International Journal
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권호사항
Vol.
26
No.
1
[
2018
]
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발행처
국제구조공학회
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자료유형
학술저널
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수록면
45-53
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언어
English
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출판년도
2018
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등재정보
SCIE;SCOPUS
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판매처
'
Joint stress based deflection limits for transmission line towers' 의 참고문헌
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Transmission Line Structures
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Structural analysis of transmission towers with connection slip modelling
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Structural analysis of tension tower subjected to exceptional loads during installation of line conductors
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Random wind-induced response analysis of transmission tower-line system
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On the corotational finite element formulation for large deformation problems
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Nonlinear inelastic responses of transmission-line system under downburst wind
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Nonlinear analysis of transmission towers
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Joint slip in steel electric transmission towers
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Investigation of transmission line tower failures
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Influence of local buckling on global instability: simplified large deformation post-buckling analysis of plane trusses
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IS: 800 , General Construction in Steel-Code of Practice
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IS 802 Part 3, Code of Practice for Use of Structural Steel in Overhead Transmission Line Towers-Testing
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IEC 60652, Loading Tests on Overhead Lines Structures
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Failure analysis of transmission towers
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Experimental and numerical study on the responses of a transmission tower to skew incident winds
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Experimental and numerical studies on a single-layer cylindrical reticulated shell with semi-rigid joints
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Experimental and numerical analysis of a bolted connection in steel transmission towers
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Effects of semi-rigid connection on structural responses
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Effect of damaged circular flange-bolted connections on behaviour of tall towers, modelled by multilevel substructuring
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Effect of bolt slippage on ultimate behaviour of lattice structures
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Effect of bolt slip in tower deformation
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Detailed modelling of bolted joints with slippage
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Analysis of cable structures
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An investigation of the effects of socket joint flexibility in space structures
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Accurate modeling of joint effects in lattice transmission towers
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A highly efficient userdefined finite element for load distribution analysis of largescale bolted composite structures
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A corotation based secant matrix procedure for the elastic postbuckling analysis of truss structures
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Joint stress based deflection limits for transmission line towers'
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