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Secondly,the air damping of CFRP cable of free vibrationg and forced vibration induced by lateral forces of the wind was analyzed and the effect of vibration amplitude as well as wind speed on the damping of CFRP cable was discussed based on the comparison with that of steel cable.

其次,对CFRP斜拉索自振状态及横向静风作用下的空气阻尼特性进行了计算分析,通过与钢索计算结果的对比,讨论了拉索振幅及风速对CFRP斜拉索阻尼特性的影响。

Chris Bangle, Director of Design, BMW Group Peter Barna, Provost, Pratt Institute Yves Behar, Founder, fuseproject Katherine Bennett, IDSA Education Vice-President, and Professor of Product Design, Art Center College of Design Mark Breitenberg, Dean of Undergraduate Education, Art Center College of Design, and Chair of the Education Committee, International Council of Societies of Industrial Design Heather Fraser, Director, Business Design Initiative, Rotman School of Management, University of Toronto Tamara Giltsoff, Live | Work Walter Herbst, Director, Master of Product Development Program, McCormick School of Engineering and Applied Science, and Professor of Marketing, Kellogg School of Management, Northwestern University Barry Jaruzelski, Vice-President, Innovation Practice, Booz Allen Hamilton Chuck Jones, Vice-President, Global Consumer Design, Whirlpool Lorraine Justice, Professor and Head of Hong Kong Polytechnic University, School of Design Larry Keeley, President, Doblin Inc. David Kelley, Founder of IDEO, and Co-founder of Stanford s Hasso Plattner Institute of Design Claus Knapheide, Director of User Experience, Siemens Mick Malisic, Director of Marketing, Frog Design Brian Matt, Founder, CEO, Altitude Dev Patnaik, Founder, Jump Associates Ravi Sawhney, CEO-President, RKS Design Jeff Semenchuk, EVP, Global Consumer Group Innovation, Citigroup RitaSue Siegel, President, RitaSue Siegel Resources Bob Sutton, Professor of Management Science and Engineering, and Co-founder of Stanford s Hasso Plattner Institute of Design Sohrab Vossoughi, President, ZIBA Design Patrick Whitney, Director, Institute of Design, Illinois Institute of Technology Gianfranco Zaccai, President and CEO, Continuum

克里斯手镯,设计,宝马集团董事彼得巴纳,教务长,普拉特学院伊夫贝哈尔,方正,fuseproject 凯瑟琳贝内特,IDSA的教育副总统,以及产品设计,艺术中心设计学院教授马克布赖滕贝格,本科教育,艺术中心设计学院,以及教育委员会,国际工业设计协会理事会主席迪安石南弗雷泽,主任,业务设计倡议,罗特曼管理,多伦多大学塔玛拉Giltsoff,直播|工作沃尔特赫布斯特,主任,产品开发计划,麦考密克工程和应用科学学院硕士,以及市场营销,Kellogg管理,西北大学法学院教授巴里雅鲁泽尔斯基,副总统,创新实践,博思艾伦查琼斯,副总裁,全球消费者设计,惠而浦洛林司法,教授和香港理工大学校长,设计学院拉里开利,总裁,德布林公司大卫凯利,IDEO的创始人兼联合创始人斯坦福虏哈索普拉特纳设计学院克劳斯Knapheide,用户体验,西门子公司董事米克马利希奇,市场营销,青蛙设计总监布赖恩马特,创始人,CEO,海拔 dev的帕特奈克,方正,跳转协会拉维梭尼,首席执行官,总裁,设计可胜杰夫谢缅丘克,执行副总裁,全球消费者集团创新,花旗集团 RitaSue西格尔先生,RitaSue西格尔资源鲍勃萨顿,管理科学与工程学院教授,兼联合创始人斯坦福虏哈索普拉特纳设计学院苏赫拉布Vossoughi,总统,Ziba设计帕特里克惠特尼主任,设计,伊利诺斯技术研究所詹弗兰科扎卡伊,总裁兼首席执行官,连续

Seventhly, a series of experiments and projects were carried out for verifying the previous theory. First, the cable force control test of reticulated shell-string structure in 2.2m×4.6m was conducted using the arithmetic presented in the paper. Second, the numerical analysis during construction, the adjustment of cable forces and the changing of cable of the Beijing North Railway Station were conducted.

为了进一步验证本文前几章有关预应力空间钢结构索张拉计算方法的正确性,本文进行了一系列的试验研究,包括:用提出的基于索原长反分析法对一2.2m×4.6m的小型张弦网壳进行索张拉成形的试验研究;对北京北站进行了模型施工过程分析、模型索张拉力的调整、换索试验研究。

In this paper,a cable model with artificial rivulet has been tested,and the test results are presented.

进行了粘贴人工水线的斜拉桥拉索模型的风洞试验,并给出了结果;建立了拉索风雨激振的力学模型,并分析了拉索风雨激振的动力特性和各个参数的影

In addition to the wholesale and factory production for the company products, but also the wholesale sling is famous throughout the country, wholesale prices because of too many types, to be directed to the Group's distribution business phone, other products are NRK hyacinth, NRK large gourd (30 -- 50 tons), light NRK hyacinth (80 kg-250kg), Shouban hyacinth, construction Shouban hyacinth, electric hoists, electric chain hoist, micro-block, space launches, and round, hydraulic jacks, screw jack, large jacks, pneumatic Jack, Jack-style separation, thin-jack, electric jack, horizontal jacks,双节Jack, Jack-cut, clamp-hanging, hanging clamp erection, flip hanging clamp, pliers oil drums, stacked plate clamp, car towing, Boutique cranes, lifting with fine, hoisting hook, rotating hook, tied up, tight-vehicle, single-waist belts, body belts, seat belt height, aluminum block-line, cross-top, from the Road, Hydraulic From the top machine, rotating from the top, Hydraulic Ramli, rotating Ramli, the electric Ramli, one Ramli hydraulic pressure machines, into machines, tiger-head tight line, Quchi tight line, from high-intensity Heavy chain, galvanized chain, the chain of steel, iron chain general, Qingdao spent Portland, dumping of deduction, the first card, bow dumping of deduction, American dumping of deduction and heavy dumping of deduction, hydraulic loaders, pneumatic hyacinth, various large Rope, Zongsheng, hanging net, lifting sucker, door-axis wheel, anti-skid chains, fine line tight, tight-line, Shuanggou tight line, railway line cards, Al-card, insurance deduction, rotating Central, rings, Jixin Central, for wire rope cut off, S-hook, lifting a round rope, hanging safety net, set a chain of cable, harness rigging sets, complete sets of rope rigging, injection wire rope, galvanized steel wire rope, hand winch, Removal tanks, high-altitude anti-dropping, balancer, anti-turn hook, electric basket, large-scale mining Tianlun, Mine Pulley, Marine pulley, electric, manual winch, various accessories, such as lifting.

本公司除批发本厂自产产品外,还批发全国各地名优吊索具,批发价格由于种类太多,需致电本集团经销公司电话,其他产品有手拉葫芦、大型手拉葫芦(30-50吨)、轻型手拉葫芦(80kg-250kg)、手板葫芦、建筑手板葫芦、电动葫芦、电动环链葫芦、微型滑车、天轮、地轮、油压千斤顶、螺旋千斤顶、大型千斤顶、气动千斤顶、分离式千斤顶、超薄式千斤顶、电动千斤顶、卧式千斤顶、双节千斤顶、剪式千斤顶、平吊钳、竖吊钳、翻转吊钳、油桶钳、层叠钢板钳、汽车拖带、精品吊车、精品吊装带、吊装勾、旋转吊钩、捆绑器、车用紧线器、单腰安全带、全身安全带、高空安全带、放线铝滑车、跨顶、起道机、液压起顶机、旋转起顶机、液压拉马、旋转拉马、电动拉马、液压一体拉马、压套机、插套机、虎头紧线器、曲尺紧线器、高强度起重链条、镀锌链条、钢制链条、普通铁链条、青岛花兰、卸扣、卡头、弓形卸扣、美式卸扣、重型卸扣、液压搬运车、气动葫芦,各种大绳、棕绳、吊网、起重吸盘、门轴轮、防滑链、精品紧线器、多功能紧线器、双钩紧线器、铁卡线器、铝卡线器、保险扣、旋转环、吊环、鸡心环、钢丝绳切断器、S型吊钩、吊装圆绳、安全吊网、成套链条索具、成套吊带索具、成套钢丝绳索具、注塑钢丝绳、镀锌钢丝绳、手摇绞盘、搬运坦克、高空防坠器、平衡器、防转吊钩、电动吊篮、大型矿用天轮、矿用滑车、船用滑车、电动、手动卷扬机、各种起重配件等。

The Levy style Cable Dome model is made up of 〓5 tension piano-wires and 〓32×1 5 compressive steel pipes, distance between nodes and the tension force of cables is adjusted by screw up and down the turnbuckle The procedure of shaping up included four ways, and the loading included fully loaded and half loaded, to validate the influence of unconservative property, the author carried through the slack procedure and the unload procedure.

该Levy型索穹顶模型,以受拉的〓5高强钢丝和〓32×1.5受压钢管构成,节点间拉索的长度以及拉索的预拉力通过拧紧或放松花篮螺丝来调节。试验内容包括成形试验和承载力试验,成形试验尝试了四种不同的成形方法,为了考察结构非保守性的影响,每种成形方法成形后,还逆序进行了结构的松弛试验,荷载态试验包括均布荷载满载(即在所有压杆上部节点施加集中荷载)和半载(在结构1/2的压杆上部节点施加集中荷载)的加载和卸载时结构工作性能的测试。

Then distinguish between cable-stayed and extradosed bridge s is discovered,and the future trend of the development of the bridge is prospected as well.

高塔型矮塔斜拉桥不仅保留了矮塔斜拉桥斜拉索的高利用率,同时由于斜拉索水平倾角的增加,提高了斜拉索的竖向荷载分担率。

Polyvinylidene fluoride is applied as sensor to monitoring the vibration of stayed cables ,and digital signal processor is applied to realize the FFT transform of signal ,the tension can be calculated.

聚偏二氟乙烯传感器通过监测应变得到拉索的振动信号,采用数字信号处理芯片实现振动信号的快速傅立叶变换,利用变换得到的振动频率计算出拉索的张力,实现斜拉索张力的在线测量。

With the optimal structural control method, a new approach to determine the optimal damping constant of viscous damper is presented.

对拉索-粘性阻尼器系统的动力特性进行了研究,得到了拉索刚度、阻尼器安装高度及阻尼系数等参数对拉索系统模态阻尼比的影响规律;根据最优控制原理,提出了一种确定阻尼器优化阻尼系数的方法,该方法确定的阻尼系数能保证前几阶模态阻尼比得到整体优化,改进了现有的设计方法。

The stretching influence on the near trusses should be considered when using the stretching-twice method, and the construction is hard to be controlled. The Harbin exhibition sports center with a 128m support span, attached to a deep design calculation of the super-large span prestress truss string structure, stretching once in tension bed method is brought forward for the bottom cable of the single truss string structure. From calculation research on the friction force between the tension bed and the truss string structure, the friction influence is considered for the displacement method of the middle of span, with the action of the fixed cable stress. This method, with vertical displacement of the middle of span as its main control target for prestress stretching, is successfully applied in the prestress stretching construction of the project.

二次张拉需考虑张拉对相邻桁架的影响,施工控制难度大,本文结合哈尔滨会展体育中心支座跨度128m的超大跨度预应力张弦桁架结构的深化设计计算,提出了单榀张弦桁架下弦拉索胎架一次张拉法施工方法,通过对张拉阶段胎架与张弦桁架间摩擦力的计算研究,定量索力下跨中位移法考虑摩擦力影响,以跨中竖向位移作为预应力张拉的主要控制指标,成功地完成了该工程预应力张拉施工。

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