Abstract:
为研究悬索结构阻尼特性进行了2.25×3.00m索网模型试验, 探讨了阻尼比幅度、阻尼矩阵形成及阻尼比变化对地震动内力、动位移影响规律等系列问题。综合试验与理论研究结果,对悬索结构阻尼特性及有关抗震设计给出有益的结论与建议。
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Year: 1994
Language: Chinese
Cited Count:
WoS CC Cited Count: 0
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 6
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