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This study derives the formula of rain load based on the motion state of droplets and the law of conservation of momentum to study the rain load acting on a transmission tower.
In addition, the rain load has a great contribution to the tower collapse and should be paid more attention during severe gales and thunderstorms.
All in all, it can be stated that the rain load has an important effect on the response of tower-line system and should be given more attention.
According to the experimental results and the law of conservation of momentum, a method is proposed for calculating the rain load in each rainfall event.
Finally, when taken together, results suggest that for forests across the Amazonian landscape differences in flooding regime may have a greater effect on both seed rain load and seed species richness than differences in availability of soil nutrients.
Furthermore, when taken together, results suggest that for forests across the Amazonian landscape differences in flooding regime may have a greater effect on both seed rain load and seed species richness than differences in availability of soil nutrients.
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In order to study the dynamic response of transmission tower-line system induced by wind and rain loads, the calculating method of wind and rain loads acting on the transmission conductor is presented.
The calculating method for wind and rain loads is simplified and the error analysis is performed to validate its effectiveness.
When the basic wind speed is 40 m/s, the maximum displacement percentages induced by rain loads relative to wind loads can only reach 1.78%.
In this study, it can be seen that the use of equivalent basic wind speed make it possible to conduct the fragility analysis under wind and rain loads and the proposed concept of critical collapse curve is very convenient to evaluate the collapse status for structures subjected to wind and rain loads.
In this paper, the fragility analysis and concept of critical collapse curve for transmission tower subjected to wind and rain loads are presented to acquire the collapse equivalent basic wind speed and most unfavorable combinations of wind and rain loads corresponding to collapse status.
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