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时间:2019-05-11
《人行桥振动舒适性评价方法及标准研究现状》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、人行桥振动舒适性评价方法及标准研究现状陈阶亮,裘新谷75文章编号:1003—4722(2010)01—0075—04人行桥振动舒适性评价方法及标准研究现状陈阶亮,裘新谷(I.杭州市七格污水厂工程建设指挥部,浙江杭州310005;2.杭州市建设委员会,浙江杭州310012)摘要:人行桥在振动荷载作用下,可能出现大幅振动,给行人带来不适的心理反应。现行各国规范对人行桥振动舒适性的评价方法主要有避开敏感频率法和限制动力响应值法。最常用的评价指标是加速度ak,根据ak所处的范围来确定人的振感。英国BS5
2、400和欧盟Eurocode采用结构振动响应的峰值加速度alim作为人行桥的舒适性评价指标;瑞典国家规范Bro2004采用均方根加速度aRMS作为人行桥的舒适性评价指标;国际化标准组织ISO制定出人行桥振动舒适性的国际通用标准,由表示频率和振动均方根加速度(r.m.s)关系的感觉曲线和处于振动环境中的疲劳容许时间构成。由不同规范的比较结果可以看出,在低阶频率范围内(小于2Hz),4个规范规定的加速度指标均比较接近,而在高阶频率范围内相差甚大。关键词:人行桥;桥梁振动;舒适性;评价;标准;研究中图
3、分类号:U448.11文献标志码:ACurrentEvaluationMethodsandCodeResearchesofVibrationComfortofPedestrianBridgesCHENJie—iiang。QIUXin—gu。(1.HangzhouCityConstructionHeadquartersofQigeSewageWaterTreatmentPlant,Hangzhou310005,China;2.ConstructionCommittee,HangzhouCity,H
4、angzhou310012,China)Abstract:Underthevibrationloadexcitation,thepedestrianbridgescanbetriggeredthesharpvibrationthatwillbringaboutuncomfortablepsychologicalresponsetOthepedestriansonthebridges.Inthecodesofdifferentcountries,theevaluationmethodsforthe
5、vibrationcomfortofpedestrianbridgesmainlyincorporatethesensitivityfrequencyavoidancemethodandrestricteddynamicresponsevaluemethod.Theevaluationindexthatismostcommonlyusedistheaccelera—tionakandinaccordancewiththerangeinwhichtheakislocated,thevibratio
6、nconsciousnessofthepedestriansi8determined.IntheBS5400andEuroCode,thepeakaceelerationaliofstruc—turalvibrationresponseiSusedastheindexforevaluationofthecomfort,intheBro2004,Swe-den,themeansquarerootaccelerationaRMsisusedwhileintheIS0,theinternational
7、universalstandardforthevibrationcomfortofpedestrianbridgesisformulated,whichismainlycomposedoftheconsciousnesscurvesexpressedbythefrequencyandmeansquarerootacceleration(r.m.s)andtheallowedfatiguetimeinthevibrationenvironment.Fromthecomparisonofthedif
8、fer—entcodes,withintherangeofthelow-orderfrequency(1essthan2Hz),itcanbefoundthattheindicesofthefourcodesorstandardsareratherclose,howeverwhileintherangeofhigh—orderfrequency,thedifferencesoftheindicesaregreat.Keywords:pedestrianbridge;bridgevibration
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