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基于连续模型的地震剪切键敲击的理论计算方法
Chen Shutong1,2, Fadzli Mohamed Nazri1, An Wenjun2
1School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, Nibong Tebal, Penang 14300, Malaysia.
MethodsX
|September 18, 2023
概括
这项研究引入了一个新的理论模型来分析桥梁剪切键的地震性能,超越了昂贵的实验. 拟议的方法通过先进的动态分析和数值模拟来提高地震限制装置的可靠性.
科学领域:
- 结构工程 结构工程
- 地震分析 - - 地震分析
- 桥梁动力学 桥梁动力学
背景情况:
- 桥梁的剪切钥匙设计对于抗震性至关重要.
- 目前的设计在很大程度上依赖于昂贵的实验和经验方法.
- 需要一种理论方法来改善地震性能分析.
研究的目的:
- 开发一种新的理论模型,用于切割键的地震性能.
- 为评估冲击反应提供一种分析方法.
- 为了提高桥梁中的地震限制装置的可靠性.
主要方法:
- 开发了一个"梁-弹-梁+集中质量"连续动态模型.
- 应用过渡波函数扩展和模式叠加方法.
- 使用过渡性内部力和杜哈梅尔集成方法进行弹性冲击分析.
主要成果:
- 为梁和码头系统建立了一个可行的连续模型.
- 在地震激发下的动态反应的衍生分析解决方案.
- 使用嵌入式弹性冲击计算方法模拟的冲击过程.
结论:
- 提出的理论方法为实验方法提供了一个可行的替代方案.
- 这项研究为优化剪切钥匙设计提供了基础.
- 这项研究提高了桥梁的地震限制装置的可靠性.
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