Identification of system parameters of a large-scale dynamic multiaxial testing facility

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-04-09 DOI:10.1002/eqe.4124
Wang-Chuen Lin, Chung-Han Yu, Chin-Cheng Lin, Yi-An Lai, Chiung-Lin Liu, Sih-Min Hsiung, Shen-Kai Peng, Shiang-Jung Wang
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Abstract

Large-scale multiaxial testing facilities mainly serve to experimentally examine the horizontal behavior of full-scale critical structural members, such as columns and seismic isolation bearings, on which a large vertical compression load is exerted as they simultaneously undergo horizontal deformation. The system friction and inertia force play an important role in obtaining sufficiently reliable test results, and it is not easy to comprehensively grasp all the issues involved. To understand the system friction and inertia force of the Bi-Axial Dynamic Testing System (BATS) at the National Center for Research on Earthquake Engineering Tainan laboratory and to avoid complexity caused by specimens as much as possible, a lubricated flat sliding bearing is chosen as the specimen to be tested under horizontal triangular and sinusoidal reversed loading together with a constant vertical compression load. When no specimens are installed, that is, without vertical compression loading, the system friction of BATS generated by the various sliding surfaces can be identified and mathematically characterized using the horizontal triangular reversed loading test results; then, the effective mass of BATS can be estimated using the horizontal sinusoidal reversal loading test results to solve the inertia force problem. When applying a vertical compression load, it is assumed that the system friction of BATS and the shear force of the specimen are simply related to the applied total normal force (or vertical compression load) and horizontal excitation rate. An iteration methodology is proposed to identify and mathematically describe the dependency of the friction performance of BATS and the specimen on total normal forces (or vertical compression loads) and horizontal excitation rates by iterating the horizontal triangular and sinusoidal reversed loading test results. Finally, a lead-rubber bearing and a direct force measurement system are connected in series such that the measurement system precludes the system friction and inertia force and a series of tests are conducted. The reliability of the proposed mathematical model for BATS and the feasibility of the proposed direct force measurement strategy are further demonstrated by comparing the calibrated force response with the directly measured response.

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确定大型动态多轴试验设备的系统参数
大型多轴试验设备主要用于试验检测全尺寸关键结构构件(如柱和隔震支座)的水平行为,这些构件在承受较大垂直压缩载荷的同时还发生水平变形。要获得足够可靠的测试结果,系统摩擦力和惯性力起着重要作用,要全面掌握所有相关问题并不容易。为了了解国家地震工程研究中心台南实验室双轴动态测试系统(BATS)的系统摩擦力和惯性力,并尽可能避免试件造成的复杂性,我们选择了一个润滑的平面滑动轴承作为试件,在水平三角和正弦反向加载以及恒定的垂直压缩载荷下进行测试。在不安装试样(即不施加垂直压缩载荷)的情况下,可利用水平三角反向加载试验结果确定 BATS 各滑动面产生的系统摩擦力,并对其进行数学表征;然后利用水平正弦反向加载试验结果估算 BATS 的有效质量,从而解决惯性力问题。在施加垂直压缩载荷时,假定 BATS 的系统摩擦力和试样的剪切力与施加的总法向力(或垂直压缩载荷)和水平激振率简单相关。本文提出了一种迭代方法,通过迭代水平三角和正弦反向加载试验结果,确定并用数学方法描述 BATS 和试样的摩擦性能与总法向力(或垂直压缩载荷)和水平激振率的关系。最后,将铅橡胶轴承和直接力测量系统串联起来,使测量系统排除系统摩擦力和惯性力,并进行一系列测试。通过比较校准力响应和直接测量力响应,进一步证明了所提出的 BATS 数学模型的可靠性和所提出的直接力测量策略的可行性。
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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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