- 摘 要
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(遼寧工程技術(shù)大學(xué)建筑工程學(xué)院, 阜新 123000)
[摘要]針對(duì)地震作用中輸電塔線動(dòng)力響應(yīng)分析存在的問(wèn)題,利用ANSYS有限元軟件進(jìn)行地震波模擬分析??紤]地震行波效應(yīng)和塔線相互影響,對(duì)三塔兩線塔線耦聯(lián)體系進(jìn)行在典型地震的多點(diǎn)激勵(lì)下的分析,發(fā)現(xiàn)該體系的位移、加速度峰值都比一致激勵(lì)下的大,且該響應(yīng)沿著塔高方向越發(fā)明顯。因此,在進(jìn)行輸電塔線耦聯(lián)體系抗震設(shè)計(jì)時(shí),應(yīng)給予足夠重視。
[關(guān)鍵詞]塔線耦聯(lián)體系; 地震響應(yīng); 行波效應(yīng); 多點(diǎn)激勵(lì)
中圖分類號(hào):TU352.1 文獻(xiàn)標(biāo)識(shí)碼:A 文章編號(hào):1002-848X(2014)09-0057-03
Seismic response analysis on transmission tower-wire coupled system under the excitation of traveling waves
Wu Xiufeng, Pang Jilei, Deng Jinxin
(Institute of Architecture and Civil Engineering, Liaoning Technical University, Fuxin 123000, China)
Abstract: In view of the problems existing in the transmission tower-wire dynamic response analysis under seismic action, the seismic wave simulation analysis was carried out by ANSYS finite element software. Considering the influence between seismic traveling wave effect and the tower-wire, three-tower two-wire coupled system suffered multi-point incentive under typical earthquake was analyzed, the results show that the displacement and the peak acceleration value of the system is larger than that suffered the consistent incentive, and the response is more obvious along the tower height direction. So the earthquake resistant design for the transmission tower-wire coupled system should be paid enough attention.
Keywords: tower-wire coupled system; seismic response; traveling wave effect; multi-point incenive
作者簡(jiǎn)介:吳秀峰,碩士,副教授,Email:wxf19760825@163.com。
參考文獻(xiàn)
[1]LI HONGNAN, BAI HAIFENG. High-voltage transmission tower-line subjected to disaster loads[J].Progress in Natural Science,2006,16(9):899-911.
[2]謝強(qiáng),白杰,薛松濤,等.特高壓輸電線路塔線耦聯(lián)體系非線性振動(dòng)響應(yīng)振動(dòng)臺(tái)試驗(yàn)研究[J].地震工程與工程振動(dòng),2012, 32(5):103-110.
[3]BONGANOFFJ L, GOLDBERG J E, SCHIFF A J. The effect of ground transmission time on the response of long structures[J]. Bulletin of the Seismological Society of America, 1965, 55(3):627-640.
[4]克拉夫,彭津.結(jié)構(gòu)動(dòng)力學(xué)[M].修訂版.王光遠(yuǎn),譯.北京:高等教育出版社,2006.
[5]周國(guó)良,李小軍,劉必?zé)?/span>,等.大質(zhì)量法在多點(diǎn)激勵(lì)分析中的應(yīng)用、誤差分析與改進(jìn)[J].工程力學(xué),2011,28(1):15-18.
[6]田利,李宏男.地震動(dòng)差動(dòng)下高壓輸電塔-線體系的縱向反應(yīng)[J].地震工程與工程振動(dòng),2008, 28(1):117-122.
[7]張忠亭.架空輸電線路設(shè)計(jì)原理[M].北京:中國(guó)電力出版社,2010.
[8]尹榮華,李東亮,劉戈林,等.高壓輸電塔震害及抗震研究[J].世界地震工程, 2005,21(1):51-54.
[9]吳秀峰,鄧金鑫,龐繼磊,等.塔線耦聯(lián)體系的導(dǎo)線仿真找形及模態(tài)分析[J].遼寧工程技術(shù)大學(xué)學(xué)報(bào):自然科學(xué)版,2014,33(2):15-18.
[10]屈成忠,楊圣慧,劉玥君.貓頭塔結(jié)構(gòu)自振周期研究[J]. 建筑結(jié)構(gòu),2012,42(3):71-79.
[11]GB 50011—2010 建筑抗震設(shè)計(jì)規(guī)范[S].北京:中國(guó)建筑工業(yè)出版社,2010.
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