The dynamic behaviour of flexible oscillators rocking and sliding on concentrated springs

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-06-23 DOI:10.1002/eqe.4178
Zheng-You Zhang, Manolis N. Chatzis, Sinan Acikgoz
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Abstract

This study presents the Flexible Rocking Model on Concentrated Springs (FRMCS), developed to investigate 2D laterally flexible oscillators rocking and sliding on deformable support media during ground excitations. In this model, concentrated vertical springs and viscous dampers simulate the contact forces from support medium at the corners of the body; the tensionless vertical contact element is linear in compression. Horizontal concentrated springs and linear viscous dampers simulate the frictional behaviour at the corners; the constitutive law for the springs models elastic deformations and sliding (according to Coulomb's friction law). With these elements, FRMCS can model the response of a rocking body which can experience sliding and free-flight phases of motion. The consideration of the flexibility of the support medium enables the evaluation of the forces exerted by the support medium on the structure during an impact. In this study, the FRMCS response is first compared to a previous model where the support medium deformability and the effects of sliding and free-flight are ignored. Then, the responses of four configurations, which feature either stiff or soft lateral springs and stiff or soft high-grip support media, are examined under the influence of pulse excitations. Finally, to understand the potential influence of sliding, a configuration with a low-grip support medium is explored. The comparative influence of lateral flexibility and support medium deformability and sliding is quantified with stability diagrams and various response spectra, describing structural force and moment demands.

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集中弹簧上摇摆和滑动的柔性振荡器的动态行为
本研究介绍了集中弹簧上的柔性摇摆模型(FRMCS),该模型是为研究地面激振时在可变形支撑介质上摇摆和滑动的二维横向柔性振子而开发的。在该模型中,集中垂直弹簧和粘性阻尼器模拟了来自车身四角支撑介质的接触力;无张力垂直接触元件是线性压缩的。水平集中弹簧和线性粘性阻尼器模拟四角的摩擦行为;弹簧的构成法则模拟弹性变形和滑动(根据库仑摩擦法则)。利用这些元素,FRMCS 可以模拟摇摆体的响应,摇摆体可以经历滑动和自由飞行运动阶段。考虑到支撑介质的柔韧性,可以评估支撑介质在撞击过程中对结构施加的力。在本研究中,首先将 FRMCS 的响应与之前忽略了支撑介质变形能力以及滑动和自由飞行影响的模型进行了比较。然后,研究了四种配置在脉冲激励影响下的响应,这四种配置的特点是侧向弹簧或硬或软,支撑介质或硬或软。最后,为了了解滑动的潜在影响,还探讨了低抓地力支撑介质的配置。侧向弹性和支撑介质变形性以及滑动的比较影响通过稳定性图和各种响应谱进行量化,描述了结构力和力矩需求。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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