彭大文, 林文明. 边缘构件刚度对索网结构风振响应的影响分析[J]. 工程力学, 1998, 15(3): 118-125.
引用本文: 彭大文, 林文明. 边缘构件刚度对索网结构风振响应的影响分析[J]. 工程力学, 1998, 15(3): 118-125.
Peng Dawen, Lin Wenming. INFLUENCE ANALYSES OF BOUNDARY STIFFNESS ON WIND OSCILLATIDN RESPONSE OF CABLE NETWORKS[J]. Engineering Mechanics, 1998, 15(3): 118-125.
Citation: Peng Dawen, Lin Wenming. INFLUENCE ANALYSES OF BOUNDARY STIFFNESS ON WIND OSCILLATIDN RESPONSE OF CABLE NETWORKS[J]. Engineering Mechanics, 1998, 15(3): 118-125.

边缘构件刚度对索网结构风振响应的影响分析

INFLUENCE ANALYSES OF BOUNDARY STIFFNESS ON WIND OSCILLATIDN RESPONSE OF CABLE NETWORKS

  • 摘要: 本文根据索网结构中索系和边缘支承结构共同工作且相互影响的特点,运用随机振动理论,考虑风的三维相干性,讨论了脉动风作用下,边缘构件刚度对索网结构的自振频率和风振响应的影响规律。分析表明,临界刚度比是索网结构动力响应计算的一个关键参数。

     

    Abstract: In this paper, according to the characteristic of cooperation and interaction between the cables and boundary supporting structures,applying the random vibration theory and taking the three-dimensional interference of wind into account, the influence law of boundary constructional element stiffness on the wind oscillation response of cable networks have been analyzed.The analysis indicates that the critical stiffness ratio is a key parameter in calculating the dynamic response of cable network structures.

     

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