Polynomial friction pendulum isolators (PFPIs) for building floor isolation: An experimental and theoretical study

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Title:	Polynomial friction pendulum isolators (PFPIs) for building floor isolation: An experimental and theoretical study
Authors:	李姿瑩;Lu, Lyan-Ywan;Lee, Tzu-Ying;Juang, Shiang-Yu;Yeh, Shih-Wei
Contributors:	工學院土木工程學系
Keywords:	Applied sciences;Buildings;Buildings. Public works;Earthwork. Foundations. Retaining walls;Equipment protection;Exact sciences and technology;External envelopes;Floor isolation;Friction;Friction pendulum;Geotechnics;Ground motion;Isolators;Multiple objectives;Pendulums;Polynomials;Prototypes;Roof;Seismic phenomena;Shaking table test;Simulation;Sliding isolation;Stresses. Safety;Structural analysis. Stresses;Structure-soil interaction;Variable stiffness
Date:	2013-11-01
Issue Date:	2026-04-21 13:36:48 (UTC+8)
Publisher:	Elsevier BV;Kidlington: Elsevier Ltd
Abstract:	摘要： •A multi-functional floor isolation system that has dual design objectives is studied.•The proposed isolation system consists of variable-stiffness sliding isolators.•The sliding surfaces of the isolators are defined by a sixth-order polynomial.•A design procedure to determine the isolator design parameters are proposed.•The test and numerical results verify the feasibility of the proposed system. Compared to structural base isolation, floor isolation is a more cost-effective and efficient means for seismic protection of vibration-sensitive equipment in a building structure. In this study, a multi-functional floor isolation system (FIS) that consists of several variable-stiffness sliding isolators, called polynomial friction pendulum isolators (PFPIs), is proposed and studied experimentally and numerically. Due to its variable-stiffness nature, the proposed PFPI-FIS is able to achieve multiple design objectives. This paper also demonstrates the procedure to design a prototype PFPI-FIS which meets the desired dual performance objectives for two-level seismic loads. The shaking table tests verify that the prototype system possesses the desired hysteretic property with variable stiffness, and the measured responses match very well with the simulated ones. Moreover, by considering ten ground motions that represent earthquakes with different spectral contents, the seismic responses of the prototype PFPI-FIS under these ground motions with different intensity level are simulated extensively. The simulated results demonstrate that the isolation performance of the PFPI-FIS does comply with the designated dual performance objectives, which yield either acceleration or displacement control depending on the earthquake intensity and isolator drift. 出版者： Kidlington: Elsevier Ltd 出版日期： 2013-11-01 出處： Engineering Structures, 2013-11, Vol.56, p.970-982 版權： 2013 Elsevier Ltd 版權： 2015 INIST-CNRS 識別號： ISSN: 0141-0296 識別號： EISSN: 1873-7323 識別號： DOI: 10.1016/j.engstruct.2013.06.016 識別號： CODEN: ENSTDF
Appears in Collections:	[Department of Civil Engineering] journal & Dissertation

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