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珠机城际铁路金海特大桥斜拉索振动控制技术
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作者 赵海威 刘鹏飞 +2 位作者 盛能军 税静 王泽豪 《铁道标准设计》 北大核心 2025年第2期75-81,共7页
为有效控制金海特大桥斜拉索振动,针对1~6号斜拉索提出一种内置式剪切橡胶阻尼器,对于7~13号斜拉索提出一种电涡流杠杆质量阻尼器。选取典型斜拉索进行振动特性测试,并对阻尼参数进行针对性优化设计,实测分析表明,斜拉索主要表现为15阶... 为有效控制金海特大桥斜拉索振动,针对1~6号斜拉索提出一种内置式剪切橡胶阻尼器,对于7~13号斜拉索提出一种电涡流杠杆质量阻尼器。选取典型斜拉索进行振动特性测试,并对阻尼参数进行针对性优化设计,实测分析表明,斜拉索主要表现为15阶以内的中低阶振动,振动模态处于阻尼器的设计控制范围,优化后的阻尼参数可满足减振技术要求。为验证阻尼器的实桥减振效果,在相同风环境下,对安装阻尼器前后的试验索进行风响应测试,并采用人工激励方式对安装阻尼器后的斜拉索进行实桥减振效果测试。结果表明,安装内置式剪切橡胶阻尼器的斜拉索,振动加速度幅值从1.3g降为0.02g,减振率达98.5%;安装电涡流杠杆质量阻尼器的斜拉索,振动加速度幅值从1.45g降为0.06g,减振率达95.7%;安装内置式剪切橡胶阻尼器的斜拉索对数衰减率在3%以上,安装电涡流杠杆质量阻尼器的斜拉索对数衰减率在3.6%以上,满足减振参数要求。研究内容和结果可为同类型桥梁的斜拉索减振提供技术参考。 展开更多
关键词 城际铁路 铁路桥 斜拉索 阻尼器 对数衰减率 振动控制技术
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沪苏通长江公铁大桥主航道桥斜拉索振动控制技术 被引量:25
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作者 胡勇 柴小鹏 +1 位作者 赵海威 汪正兴 《桥梁建设》 EI CSCD 北大核心 2020年第4期95-100,共6页
沪苏通长江公铁大桥主航道桥为主跨1092 m的公铁两用钢桁梁斜拉桥,斜拉索最长达576.193 m、重达83.5 t。针对该桥斜拉索超长、超重的特点,施工期和运营期分别采用临时阻尼减振装置和永久附加阻尼减振装置来抑制斜拉索振动。施工期斜拉... 沪苏通长江公铁大桥主航道桥为主跨1092 m的公铁两用钢桁梁斜拉桥,斜拉索最长达576.193 m、重达83.5 t。针对该桥斜拉索超长、超重的特点,施工期和运营期分别采用临时阻尼减振装置和永久附加阻尼减振装置来抑制斜拉索振动。施工期斜拉索临时阻尼减振装置通过在传统钢丝绳措施上串联1个阻尼模块,适应不同施工阶段斜拉索的状态变化,并控制斜拉索施工期的振动。运营期采用新型电涡流杠杆质量阻尼器(ELMD),利用电涡流阻尼器控制斜拉索面内振动、油阻尼器控制斜拉索面外振动,并进行实桥试验验证。结果表明:斜拉索的阻尼对数衰减率达7%,满足斜拉索阻尼减振要求;ELMD阻尼器安装后,风荷载激励下的振幅从2.15g降低至0.04g,共振主频消失、减振效果明显。 展开更多
关键词 公路铁路两用桥 斜拉桥 斜拉索 阻尼器 阻尼特性 对数衰减率 振动控制技术
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浙江省第四届噪声与振动控制技术交流会在嘉兴召开
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《声学技术》 CSCD 2004年第2期78-78,共1页
关键词 浙江 第四届噪声与振动控制技术交流会 嘉兴市 技术交流 产品展示
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浙江省第四届噪声与振动控制技术交流会在嘉兴召开
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作者 吕玉恒 《环境污染与防治》 CAS CSCD 北大核心 2004年第3期184-184,共1页
关键词 “浙江省第四届噪声与振动控制技术交流会” 噪声污染 环境保护 吸声材料
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Influence of explosion parameters on wavelet packet frequency band energy distribution of blast vibration 被引量:15
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作者 中国生 敖丽萍 赵奎 《Journal of Central South University》 SCIE EI CAS 2012年第9期2674-2680,共7页
Blast vibration analysis is one of the important foundations for studying the control technology of blast vibration damage. According to blast vibration live data that have been collected and the characteristics of sh... Blast vibration analysis is one of the important foundations for studying the control technology of blast vibration damage. According to blast vibration live data that have been collected and the characteristics of short-time non-stationary random signals, the wavelet packet energy spectrum analysis for blast vibration signal has made by wavelet packet analysis technology and the signals were measured under different explosion parameters (the maximal section dose, the distance of blast source to measuring point and the section number of millisecond detonator). The results show that more than 95% frequency band energy of the signals sl-s8 concentrates at 0-200 Hz and the main vibration frequency bands of the signals sl-s8 are 70.313-125, 46.875-93.75, 15.625-93.75, 0-62.5, 42.969-125, 15.625-82.031, 7.813-62.5 and 0-62.5 Hz. Energy distributions for different frequency bands of blast vibration signal are obtained and the characteristics of energy distributions for blast vibration signal measured under different explosion parameters are analyzed. From blast vibration signal energy, the decreasing law of blast seismic waves measured under different explosion parameters was studied and the wavelet packet analysis is an effective means for studying seismic effect induced by blast. 展开更多
关键词 blast vibration wavelet packet analysis explosion parameter energy distribution
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Vibration transmissibility characteristics of smart spring vibration isolation system
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作者 倪德 朱如鹏 +2 位作者 陆凤霞 鲍和云 付秋菊 《Journal of Central South University》 SCIE EI CAS 2014年第12期4489-4496,共8页
The objective of this work was to study the vibration transmissibility characteristics of the undamped and damped smart spring systems. The frequency response characteristics of them were analyzed by using the equival... The objective of this work was to study the vibration transmissibility characteristics of the undamped and damped smart spring systems. The frequency response characteristics of them were analyzed by using the equivalent linearization technique, and the possible types of the system motion were distinguished by using the starting and ending frequencies. The influences of system parameters on the vibration transmissibility characteristics were discussed. The following conclusions may be drawn from the analysis results. The undamped smart spring system may simultaneously have one starting frequency and one ending frequency or only have one starting frequency, and the damped system may simultaneously have two starting frequencies and one ending frequency. There is an optimal control parameter to make the peak value of the vibration transmissibility curve of the system be minimum. When the mass ratio is far away from the stiffness ratio, the vibration transmissibility is small. The effect of the damping ratio on the system vibration transmissibility is significant while the control parameter is less than its optimal value. But the influence of the relative damping ratio on the vibration transmissibility is small. 展开更多
关键词 vibration transmissibility characteristics smart spring dry friction stiffness damping vibration isolation base excitation
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