脉动风载,pulsating wind loading
1)pulsating wind loading脉动风载
2)fluctuating wind load脉动风荷载
1.Based on the nonlinear vibration theory for flexible cables,a numerical method was proposed for calculation of the nonlinear vibration of stay cables due to support excitations andfluctuating wind loads.应用柔性拉索的非线性振动响应计算理论,提出考虑横向脉动风荷载作用及支点激励的拉索非线性振动计算方法。
2.After summarizing the calculation methods of mode background response and mode resonant response,the expressions of mean works done by thefluctuating wind load through the displacements of total background response and mode-background responses are given.在总结振型背景响应、振型共振响应的计算方法的基础上,给出了脉动风荷载在背景响应及各振型背景响应上做功的平均值,提出了背景响应振型能量参与系数计算公式和主导振型的选取方法;给出了振型共振响应内能的表达式,提出了共振响应的振型能量参与系数的计算公式和振型选取方法。
英文短句/例句
1.Simulation of Fluctuating Wind Load and Wind-induced Response Analysis of High-rise TV Tower某超高耸电视塔的脉动风荷载模拟及风振分析
2.FATIGUE ANALYSIS OF SUSPEND-DOME UNDER FLUCTUATING WIND LOAD脉动风荷载作用下弦支穹顶结构的疲劳分析
3.The motion equation of a high-rising structure subjected to fluctuating wind load is developed, with the consideration of soil-pile-structure interaction.本文推导了考虑桩-土-结构动力相互作用时高层建筑在脉动风荷载作用下的运动方程。
4.Experimental study of along-wind response and across-wind response by aeroelastic model横风向与顺风向动态风荷载的风洞试验研究
5.Research of Pulse Load Servo System Hydraulic Pressure Load Simulateion;脉冲载荷随动系统液压负载模拟的研究
6.The Dynamic Reliability of Transmission Tower System under the Wind Load;风荷载下输电塔体系动力可靠性分析
7.Research on the Aerodynamic Load of Wind Turbine Blade Model风力发电机组叶片模型气动载荷研究
8.Strength Analysis of External Lock Iron of Railway under Pulse Load铁道外锁闭铁在脉动载荷下的强度分析
9.Stress pulse durations in asphalt pavement under moving load移动荷载下沥青路面内应力脉冲的持续时间
10.Dynamic Performance Study on Point-Supporting Glass Curtain Wall under Wind Load;风荷载作用下点支式玻璃幕墙的动力性能研究
11.Simulation and Experiment of Aerodynamic Load for Wind Turbine Blade Model风力机叶片模型气动载荷的仿真与实验
12.RESEARCHES OF CONTROLLER FOR REDUCING LOAD OF DRIVING CHAIN IN WIND TURBINE减缓风力发电机组驱动链载荷的控制器
13.Experimental research on assembled mobile house under wind load拼装式活动房在风荷载作用下的试验研究
14.Dynamic response analysis of engineering ropeway with wind load风载荷作用下工程索道的动态响应分析
15.Equivalent Linear Identification Method of Two-dimensional Dynamic Wind Load for Gueyed Mast桅杆结构二维动力风荷载的等效线性识别方法
16.Study on Wind Loads and Wind-induced Vibration of the Jin Mao Building Using High-frequency-force-balance Method用高频动态天平方法研究金茂大厦的动力风荷载和风振响应
17.Research on the Wind-excited Vibrations and Static-equivalent Wind Loads of Torsionally Coupled High-rise Buildings;高层建筑弯扭耦合风致振动及静力等效风荷载研究
18.Investigation on Wind Load Characteristics and Wind-resistant Aerodynamic Measures of Large Span Roof;大跨屋盖结构风荷载特性及其气动抗风措施的研究
相关短句/例句
fluctuating wind load脉动风荷载
1.Based on the nonlinear vibration theory for flexible cables,a numerical method was proposed for calculation of the nonlinear vibration of stay cables due to support excitations andfluctuating wind loads.应用柔性拉索的非线性振动响应计算理论,提出考虑横向脉动风荷载作用及支点激励的拉索非线性振动计算方法。
2.After summarizing the calculation methods of mode background response and mode resonant response,the expressions of mean works done by thefluctuating wind load through the displacements of total background response and mode-background responses are given.在总结振型背景响应、振型共振响应的计算方法的基础上,给出了脉动风荷载在背景响应及各振型背景响应上做功的平均值,提出了背景响应振型能量参与系数计算公式和主导振型的选取方法;给出了振型共振响应内能的表达式,提出了共振响应的振型能量参与系数的计算公式和振型选取方法。
3)Power chart of stochastic wind脉动风载谱
4)simulation of fluctuating wind load脉动风荷载模拟
5)parent artery载瘤动脉
1.A correlation study of the treatment of unclipped aneurysms by occluding theparent arterys in intracaroted of vertibral artery;载瘤动脉闭塞治疗颈内动脉和椎动脉不可夹闭动脉瘤及相关问题探讨
6)pulse load脉动负载
1.Development of the DC speed controller against thepulse load rapidly changing based on the CPLD;基于CPLD的抗快变脉动负载直流调速器开发
延伸阅读
汝州风穴禅师《佛祖历代通载》【汝州风穴禅师《佛祖历代通载》】汝州风穴禅师。讳延沼。伪唐乾宁三年十二月。生于余杭刘氏。少魁垒有英气。于书无所不观。然无经世意。父兄强之仕。一至京师即东归。从开元寺智恭律师。剃发受具。游讲肆。玩法华玄义。修止观定慧。宿师争下之。弃去游名山。谒越州镜清怤禅师。机语不契。北游襄沔间寓止华严。时僧守廓者。自南院颙公所来。华严升座曰。若是临济德山高亭大愚鸟窠船子下儿孙。不用如何若何便请单刀直入。廓出众便喝。华严亦喝。廓又喝。华严亦喝。廓礼拜起。指以顾众曰。这老汉一场败缺。喝一喝归众。穴心奇之。因结为友。遂默悟三玄旨要。叹曰。临济用处如是耶。廓使更见南院。问曰。入门须辩主。端的请师分。南院左拊其膝。穴便喝。院右拊其膝。穴亦喝。院曰。左边一拍且止。右边一拍作么生。穴云。瞎。院反取主杖。穴笑云。有枷瞎棒。倒夺打和尚去。南院倚主杖曰。今日被黄面浙子钝置。穴云。大似持钵不得诈言不饥。院曰。子到此间乎。曰。是何言欤。院曰。好问汝。曰亦不可放过。便礼拜。南院喜赐之坐。问所与游者何人。对曰。襄州与廓侍者同夏。院曰。亲见作家。穴于是俯就弟子之列。从容承禀日闻智证。南院曰。汝乘愿力来荷大法。非偶然也。问曰。女闻临济将终时语不。曰闻。曰。临济云。谁知吾正法眼藏向这瞎驴边灭却。渠平生如师子。见即杀人。及其将死何故屈膝妥尾如此。对曰。密付将终全主即灭。又问。三圣如何亦无语乎。曰亲承入室之真子。不同门外之游人。院颔之。又问。四种料简语料简何法。对曰。凡语不滞凡情即堕圣解。学者大病。先圣哀之为施方便。如楔出楔。曰如何是夺人不夺境。曰新出红炉金禅子。簉破闇黎铁面门。又问。如何是夺境不夺人。曰刍草乍分头脑裂。乱云初绽影犹存。又问。如何是人境俱夺。曰蹑足进前须急急。促鞭当鞅莫迟迟。又问。如何是人境俱不夺。曰常忆江南三月里。鹧鸪啼处百花香。又问曰。临济有三句。当日有问。如何是第一句。济云。三要印开朱点窄。未容拟议主宾存。穴随声便喝。又曰。如何是第二句。济云。妙解岂容无著问。沤和争赴截流机。穴云。未问已前错。又问曰。如何是第三句。济曰。但看棚头弄傀儡。抽牵全藉里头人。穴云。明破即不堪。于是南院以为可以支临济。幸不孤负兴化先师所以付托之意。穴依止六年。乃辞去。后唐长兴二年至汝水。见草屋数椽依山如逃亡人家。问田父此何所。田父曰。古风穴寺世以律居。僧物故。又岁饥众弃之而去。余佛像鼓钟耳。穴云。我居之可乎。田父曰可。穴入留止。日乞村落。夜然松脂。单丁者七年。檀信为新之成丛林。伪晋天福二年。州牧闻其风尽礼致之。上元日开法嗣南院。伪汉乾祐二年。牧移宇郢州。穴又避寇往依之。牧馆于郡斋。寇平汝州有宋太师者。施第为宝坊。号新寺。迎穴居焉。法席冠天下。学者自远而至。升座曰。先师曰。欲得亲切莫将问来问会么。问在答处。答在问处。虽然如是。有时问不在答处答不在问处。女若拟议。老僧在女脚跟底。大凡参学眼目。直须临机大用现前。勿自拘于小节。设使言前荐得。犹为滞壳迷封。句下精通。未免触途狂见。应是向来依他作解。明昧两岐与女一切扫却。直教个个如师子儿吒呀地。对众证据。哮吼一声壁立千仞。谁敢正眼。觑觑著著即瞎却渠眼。又曰。若立一尘。家国兴盛。野老颦頞。不立一尘。家国丧亡。野老安贴。于此明得阇黎无分。全是老僧于此不明。老僧即是阇阇黎黎。与老僧无别。亦能悟却天下人。亦能瞎却天下人。欲识阇黎么。拊其左膝曰。这里是。欲识老僧么。拊其右膝曰。遮里是。于时莫有善其机者。伪周广顺元年。赐寺名广惠。二十有二年以宋开宝六年癸酉八月旦。登座说偈曰。道在乘时须济物。远方来慕自腾腾他年有叟情相似。日日香烟夜夜灯。至十五日跏趺而化。前一日手书别檀越。阅世七十有八。坐五十有九夏。有得法上首住汝州首山念禅师