Harmonic response of sliding blocks and Eurocode_8 formula for rigid-plastic ancillary elements

IF 4.1 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
P. Labbé, P. Su
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Abstract

For Eurocode_8 as well as for other similar design standards, acceptance criteria are based on the concept of ductility capacity of structures or structural elements. However, in the process of Eurocode_8 generation, an issue was raised because the concept is not adequate for rigid-plastic behaviour, as exhibited by some ancillary elements. Consequently, a specific formula was introduced in the code to deal with this situation. The purpose of this communication is to present the scientific background of this formula. In a first step, the response of a sliding block, with Coulomb friction model, on a support animated with a harmonic motion is considered. Three regimes of response are identified, designated by stick regime, stick-slip regime (sliding phases separated by sicking phases), and slip-slip regime. Considering a non-dimensional input motion level, \(\lambda \), with \(\lambda = 1\) at the transition between stick and stick-slip regimes, it is analytically established that the slip-slip regime is attained for \({\lambda _1} = 1.862\). Concurrently, a non-dimensional sliding \(H_{\text{ }}\left( \lambda \right)\) is introduced, an expression of it established for \(\lambda < {\lambda _1}\), and turned into the Eurocode_8 formula. In a second step, the same approach is applied, considering a set of 100 natural accelerograms. For every of them, the friction coefficient is calibrated so that the stick-slip regimes is attained. Then, \(\lambda _1^0\) is the amplification factor that should be applied on the input motion so that the slip-slip regime is attained. Concurrently, an expression of the induced non-dimensional sliding, \(H_{\text{ }}^0\left( \lambda \right)\), is established. In a third step, the same approach applies with seismic input motions transferred to floors 2 and 5 of a 5-storey structure. Corresponding \(\lambda _1^2\) and \(\lambda _1^5\) values are identified as well as non-dimensional sliding \(H_{\text{ }}^2\left( \lambda \right)\) and \(H_{\text{ }}^5\left( \lambda \right)\). Based on steps 2 and 3 outputs, it is eventually concluded that the Eurocode_8 formula need not being amended.

Abstract Image

滑块的谐响应及刚塑性辅助单元的Eurocode_8公式
对于Eurocode_8以及其他类似的设计标准,验收标准是基于结构或结构元件的延性能力的概念。然而,在Eurocode_8生成的过程中,出现了一个问题,因为这个概念不适用于刚塑性行为,正如一些辅助元素所显示的那样。因此,在代码中引入了一个特定的公式来处理这种情况。本通讯的目的是介绍这个公式的科学背景。首先,考虑了具有库仑摩擦模型的滑块在有谐运动的支承上的响应。确定了三种响应模式,分别为粘滞模式、粘滑模式(由病态阶段分开的滑动阶段)和滑滑模式。考虑无因次输入运动水平\(\lambda \),其中\(\lambda = 1\)处于粘滑和粘滑之间的过渡状态,可以解析地建立\({\lambda _1} = 1.862\)的滑滑状态。同时,引入了无因次滑动\(H_{\text{ }}\left( \lambda \right)\),建立了其表达式\(\lambda < {\lambda _1}\),并将其转化为Eurocode_8公式。在第二步中,应用相同的方法,考虑一组100个自然加速度。对于它们中的每一个,摩擦系数都是校准的,以便获得粘滑状态。然后,\(\lambda _1^0\)是应应用于输入运动的放大因子,以便获得滑移状态。同时,建立了诱导无量纲滑动的表达式\(H_{\text{ }}^0\left( \lambda \right)\)。在第三步中,同样的方法适用于将地震输入运动传递到5层结构的第2层和第5层。确定相应的\(\lambda _1^2\)和\(\lambda _1^5\)值以及无因次滑动的\(H_{\text{ }}^2\left( \lambda \right)\)和\(H_{\text{ }}^5\left( \lambda \right)\)。根据步骤2和3的输出,最终得出Eurocode_8公式不需要修改的结论。
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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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