高阻尼橡胶支座水平剪切性能研究综述
Journal: Project Engineering DOI: 10.12238/pe.v3i1.11399
Abstract
高阻尼橡胶支座是一种新型的耗能型隔震支座,可有效保护上部建筑结构,避免地震对建筑造成严重破坏。水平等效刚度、等效阻尼比、剪切刚度等水平剪切性能是衡量高阻尼橡胶支座隔震性能和耗能能力的重要力学性能参数,国内外诸多学者对此展开了广泛的研究。本文梳理了国内外对高阻尼橡胶支座水平剪切性能相关影响因素的研究,主要影响因素为：剪应变幅值、压应力、温度和频率,并对各影响因素相关性强弱进行了比较,最后进行了总结和分析。
Keywords
高阻尼橡胶支座；水平等效刚度；等效阻尼比
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[19] 陈彦江.“桥梁高阻尼隔震橡胶支座性能试验研究”[J].振动与冲击,2015,34,(9):136-140,148.
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[2] Li 等 ."Hysteretic behavior of high damping rubber bearings under multiaxial excitation".SOIL DYNAMICS AND EART HQUAKE ENGINEERING,163(2022).
[3] Yun等."Experimental characterization and analytical modeling of a large-capacity high-damping rubber damper". Structural Control and Health Monitoring,25.6(2018).
[4] Montgomery等."Experimental Validation of Viscoelast ic Coupling Dampers for Enhanced Dynamic Performance of High-Rise Buildings".JOURNAL OF STRUCTURAL ENGINEERING,141.5(2015):04014145-04014145.
[5] Shen等."Factors Affecting the Dependency of Shear Strain of LRB and SHDR: Experimental Study".ACTUATORS,10.5 (2021):98-98.
[6] 朱昆.高阻尼橡胶支座力学性能及其隔震效果分析研究[D].湖北:华中科技大学,2009.
[7] 薛素铎,高佳玉,姜春环,等.高阻尼隔震橡胶支座力学性能试验研究[J].建筑结构,2020,50(21):71-75.
[8] 王建强,张振洋,and李政.“高阻尼橡胶支座剪切性能压力相关性试验研究”[J].铁道工程学报,2017,34,(1):47-51,117.
[9] 匡成钢.“高阻尼厚层橡胶支座力学性能试验研究”[J].振动工程学报,2024,37,(9):1584-1592.
[10] Oh等."Seismic behavior characteristic of high damp ing rubber bearing through shaking table test".JOURNAL OF VIBROENGINEERING,18.3(2016):1591-1601.
[11] Lu等."Novel Thick Layer Damping Rubber Bearing (TLDRB) with reduced vertical stiffness: Laboratory tests and mechanical models".JOURNAL OF BUILDING ENGINEERING,94(2024).
[12] Chen等."Research and Development of High-Performa nce High-Damping Rubber Materials for High-Damping Rubber Isolation Bearings: A Review".POLYMERS,14.12(2022):2427-2427.
[13] 滕文刚,孙红兰,and王永祥.“橡胶支座性能对比试验及工程应用”[J].筑路机械与施工机械化,2018,35,(4):63-67.
[14] 赵爱军.“大温差循环下桥梁隔震橡胶支座力学性能劣化及其隔震效果研究”[J].工程抗震与加固改造,2023,45.(6):25-32,8.
[15] 沈朝勇.“超高阻尼隔震橡胶支座力学性能温度相关性影响因素分析”[J].地震研究,2020,43,(3):471-477,601.
[16] 袁维娜.“大直径高阻尼隔震橡胶支座力学性能的研究”[J].橡胶工业,2020,67,(5):371-375.
[17] Oh等."Mechanicalbehavior of seismic isolation beari ngs in earthquake-induced ultimate limit state".JOURNAL OF VIBROENGINEERING,17.4(2015):1937-1944.
[18] Markou等."Mechanical models for shear behavior in high damping rubber bearings".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,90.0(2016):221-226.
[19] 陈彦江.“桥梁高阻尼隔震橡胶支座性能试验研究”[J].振动与冲击,2015,34,(9):136-140,148.
[20] Murota,Nobuo , and T.Mori . "An Experimental Study on Scale Effect in Dynamic Shear Properties of High-Damping Rubber Bearings." Frontiers in Built Environment(2020).
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