Analysis and Design of a Nonholonomic, Impact-Based, Dual-Mode Vibration Isolator/Absorber System
Analysis and Design of a Nonholonomic, Impact-Based, Dual-Mode Vibration Isolator/Absorber System
批准号:
1663376
负责人:
Philip Harvey
金额:
$27.75万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2017
资助国家:
美国
项目状态:
已结题
起止时间:
2017-08-15 至 2021-07-31
中文摘要
该项目的目标是使建筑物的敏感部分免受振动的破坏,同时防止建筑物结构受到地震等大运动的严重破坏。这将通过推进和结合以前仅单独或并行应用的隔振和吸振技术来实现。保护敏感设备不受小振幅建筑运动影响的有效方法是由辊子支撑的隔振平台。然而,当建筑物的运动足够大时,比如在地震中,最重要的问题就变成了防止结构可能倒塌。在这种情况下,可以使用减振器将机械能传递出结构。本工程采用同一系统,在建筑物运动较小时作为隔振器,在建筑物运动较大时作为吸振器。该混合装置采用纯被动机械元件,每个元件由两个凹板之间滚动的球组成,凹区边界处有约束壁或类似结构。当运动幅度较小时,球保持在板块中心附近。当运动变大时,球最终会撞击抑制结构,标志着从隔振器到吸振器的转变。该项目将把凹板的曲率、凹区域的大小、板的材料和约束边界等参数与设备的隔离和吸收特性联系起来。这项工作的结果将用于尽量减少对商业运作的干扰,对建筑物的破坏和对建筑物居住者的伤害。该概念的网络演示将促进对业主、结构工程师和未来专业人士的教育和推广。该项目旨在回答当前的问题:如何设计系统及其子系统以实现协同交互和增强系统级弹性?为了回答这个问题,研究将:(a)开发一个框架来模拟复杂的非完整动力系统;(b)推广非线性振动吸收理论;(c)优化影响机制,以加强多层次的减灾;(d)实验验证了预测的性能。滚动隔离平台是设备隔离的主要手段。将创建一个新的数学框架来模拟这些系统的三维动力学,其中包含由滚动球的运动学、接触损失和具有位移限制的冲击所描述的非完整约束。在低至中等扰动水平下,平台主要作为隔振器,在强扰动下,它们将被动适应为非线性(振动冲击)动态吸振器,以保护主建筑系统免于倒塌。为了获得理想的多功能动态行为,本研究将建立新的算法来确定满足状态和控制轨迹不等式约束的最优控制策略。最终,本项目开发的方法将有助于了解多功能隔离系统的基本限制和可实现的性能。
英文摘要
The objective of this project is to insulate sensitive contents of a building from disruptions due to vibration, while also preventing severe damage to the structure of the building from large motions, such as from an earthquake. This will be achieved by advancing and combining the techniques of vibration isolation and vibration absorption, which have previously only been applied independently or in parallel. An effective method of protecting sensitive equipment from small amplitude building motion is a vibration isolation platform, supported by rollers. However, when the building motion is sufficiently large, as in an earthquake, the overriding concern becomes preventing the possible collapse of the structure. In this case a vibration absorber can be used to transfer mechanical energy out of the structure. This project uses the same system to act as a vibration isolator when the building motion is small, and as a vibration absorber when the building motion is large. The hybrid device is created using purely passive mechanical elements, each consisting of a ball rolling between two concave plates, with a restraining wall or similar structure at the boundary of the concave region. When the amplitude of motion is small, the ball remains near the center of the plates. As the motion becomes large, the ball will eventually impact the restraining structure, marking the transition from vibration isolator to vibration absorber. This project will relate parameters such as the curvature of the concave plates, the size of the concave region, and the materials of the plates and restraining boundary to the isolation and absorbing properties of the device. The results of this work will be used to minimize disruption to business operations, damage to structures, and injury to building occupants. Web-based demonstration of the concept will facilitate education and outreach to building owners, structural engineers, and future professionals. This project aims to answer the ongoing question: How can systems and their subsystems be designed to achieve synergistic interactions and enhanced system-level resilience? To answer this question, the research will: (a) develop a framework to model complex nonholonomic dynamical systems; (b) extend nonlinear vibration absorption theory; (c) optimize impact mechanisms for enhancing multi-level hazard mitigation; and (d) experimentally verify the predicted performance. Rolling isolation platforms are the primary means of equipment isolation. A new mathematical framework will be created to model the three-dimensional dynamics of these systems incorporating the nonholonomic constraints described by the kinematics of rolling balls, loss of contact, and impacts with displacement limits. At low-to-moderate disturbance levels, the platforms are to function primarily as isolators, and they will passively adapt under strong disturbances to function as essentially nonlinear (vibro-impact) dynamic vibration absorbers to protect the primary building system from collapse. In order to achieve the desired multi-functional dynamic behavior, this research will establish new algorithms for determining optimal control strategies satisfying inequality constraints on state and control trajectories. Ultimately, the methodologies developed in this project will help to understand the fundamental limitations and achievable performance of multi-functional isolation systems.
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Dynamic Coupling of Nonlinear Equipment Isolation Systems and the Supporting Structure
非线性设备隔震系统与支撑结构的动力耦合
DOI:
--
发表时间:
2020
期刊:
Proceedings of the 2020 International Modal Analysis Conference XXXVIII
影响因子:
--
作者:
[Tehrani, M.H., Harvey, Jr.]
通讯作者:
Harvey, Jr.
DOI:
10.1016/j.jsv.2022.116757
发表时间:
2022-01-29
期刊:
JOURNAL OF SOUND AND VIBRATION
影响因子:
4.7
作者:
[Bin, P., Harvey, P. S., Jr.]
通讯作者:
Harvey, P. S., Jr.
Inelastic condensed dynamic models for estimating seismic demands for buildings
用于估计建筑物抗震需求的非弹性凝聚动力模型
DOI:
10.1016/j.engstruct.2018.07.083
发表时间:
2018
期刊:
Engineering Structures
影响因子:
5.5
作者:
[Tehrani, M.H., Harvey, P.S., Gavin, H.P., Mirza, A.M.]
通讯作者:
Mirza, A.M.
DOI:
10.1016/j.engstruct.2018.03.084
发表时间:
2018
期刊:
Engineering Structures
影响因子:
5.5
作者:
[Calhoun, S.J., Harvey Jr., P.S.]
通讯作者:
Harvey Jr., P.S.
Shake Table Tests of a Coupled Primary Structure-Floor Isolation System
主体结构-楼板耦合隔震系统的振动台试验
DOI:
10.17603/ds2-r06w-fy29
发表时间:
2021
期刊:
Designsafe-CI
影响因子:
--
作者:
[Harvey, Philip, Bin, Puthynan]
通讯作者:
Bin, Puthynan
共 30 条
MRI: Track 1 Acquisition of a Real-Time Hybrid Simulation Testing System for Cyber-Physical Research and Training
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批准号:2320379
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项目类别:Standard Grant
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资助金额:$58.93万
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财政年份:2023
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负责人:Philip Harvey
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依托单位:
CAREER: Mitigation of Seismic Risk to Critical Building Contents via Optimum Nonlinear 3D Isolation
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RII Track-4: Quantifying Seismic Resilience of Multi-Functional Floor Isolation Systems through Cyber-Physical Testing
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财政年份:2019
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负责人:Philip Harvey
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