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1)  wind-rain induced vibration
风雨振
1.
On-site observation of wind-rain induced vibration of stay cables and its control;
斜拉索风雨振现场观测与振动控制
2.
In order to investigate the excitation mechanism and response characteristics of wind-rain induced vibration of stay cable,an instrumentation system of wind-rain induced vibration measurement,which consists of anemometer,rain gauge and accelerometer,was installed on the Dongting Lake Bridge,Yueyang,China.
为了研究斜拉桥拉索风雨振的机理及响应特征,在岳阳洞庭湖大桥建立了由风速仪、雨量计、加速度传感器组成的风雨振现场观测系统,观测到了多次拉索风雨振现象;得到了发生拉索风雨振时风速、风向及雨量的基本条件,分析了风雨振时拉索振动的幅值、主振频率、模态参与特性及空气动力负阻尼比等响应特征。
2)  rain-wind induced vibration
风雨振
1.
Experimental study on movement of water rivulet on cable surface in rain-wind induced vibration of stay-cables;
斜拉桥斜拉索风雨振时索表面水线摆动作用及规律的试验研究
2.
The tangential movement of water rivulet has significant effects on the rain-wind induced vibration of stay-cables.
风雨环境中斜拉索表面形成的水线及其周向摆动在索的风雨振中起着关键的作用。
3.
A preliminary characterization of rain-wind induced vibrations was presented from an ongoing analysis of vibration records obtained from a long-term field measurement program at the Dongting Lake Bridge in Yueyang,Hunan Province,Displacement time history have been generated by least square trigonometric approximation of recorded accelerations and the analysis dynamical equations of stay cables.
通过对岳阳洞庭湖大桥拉索风雨振进行了现场实测所获得的拉索振动的加速度时程记录及实时的风场与雨量记录。
3)  Wind rain induced vibration
风雨振
1.
Large amplitude vibration, in particularly wind rain induced vibration on cable stayed bridges can be considered today as one of the most critical problems for this type of bridges.
随着大跨径斜拉桥的不断建设 ,斜拉索的减振特别是风雨振的控制已成为该类桥梁急需解决的关键问题之一。
4)  wind-rain-induced vibration
风雨振
1.
Severe wind-rain-induced vibration was observed many times since opening to traffic on Dongting Lake Bridge,and countermeasure must be taken as soon as possible.
洞庭湖大桥自建成通车以来已发生多次严重风雨振 ,必须采取有效的振动控制措施。
2.
Phenomenon about wind-rain-induced vibration on cable-stayed bridges has attracted more attention worldwide in recent decade, and mitigating stay cables vibration by means of magneto-rheological (MR) damper is taken as a new exploration.
大跨度斜拉桥拉索的风雨振现象越来越引起人们的重视,应用磁流变阻尼器进行拉索振动控制是一种新的探索。
5)  rain-wind induced vibration
风雨激振
1.
Study on rain-wind induced vibration of 3 DOF continuouscables in cable-stayed bridges;
斜拉桥拉索风雨激振的实验和理论研究
2.
A theoretical model of rain-wind induced vibration of stay cables:a coupled two-mass oscillators with three degree-of-freedoms;
斜拉桥拉索风雨激振的两质量三自由度理论模型
3.
An ultrasonic transmission thickness measurement system for rivulet on the stay cable under rain-wind induced vibration
斜拉索风雨激振水线的超声波测试研究
6)  rain-wind-induced vibration
风雨激振
1.
Three-dimension model for rain-wind-induced vibration of stay cable is established, in which the lag of stay cable is considered.
在考虑拉索垂度等条件下建立了拉索的风雨激振空间力学模型。
2.
In this paper,the rain-wind-induced vibration tests with artificial rain or artificial upper rivulet are carried out to clarify the mechanism of rain-wind-induced vibration.
风雨激振现象是斜拉桥拉索在风雨共同作用下经常发生的一种激烈的大幅振动,危害性很大,涉及固、液、气三态,情况复杂。
3.
In all the circumstances, rain-wind-induced vibration.
在各种振动情况中,尤以风雨激振的起振条件容易满足,且振幅极大,对桥梁的危害最为严重。
补充资料:风雨吟
【诗文】:
风骚骚,雨涔涔,长洲苑外荒居深。门外流水流澶漫,
河边古木鸣萧森。夐无禽影,寂无人音。端然拖愁坐,
万感丛于心。姑苏碧瓦十万户,中有楼台与歌舞。
寻常倚月复眠花,莫说斜风兼细雨。
应不知天地造化是何物,亦不知荣辱是何主。
吾囷长满是太平,吾乐不极是天生。岂忧天下有大憝,
四郊刁斗常铮铮。官军扰人甚于贼,将臣怕死唯守城。
又岂复忧朝廷苦弛慢,中官转纵横。李膺勾党即罹患,
窦武忠谋又未行。又岂忧文臣尽遭束高阁,
文教从今日萧索。若更无人稍近前,把笔到头同一恶。
可叹吴城城中人,无人与我交一言。蓬蒿满径尘一榻,
独此闵闵何其烦。虽然小或可谋大,嫠妇之忧史尚存。
况我长怀丈夫志,今来流落沧溟涘。有时惊事再咨嗟,
因风因雨更憔悴。只有闲横膝上琴,怨伤怨恨聊相寄。
伯牙海上感沧溟,何似今朝风雨思。



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【出处】:
全唐诗:卷687-49
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