[1]盛志刚,徐艳杰,刘海笑.带横缝预应力拱坝振动台模型试验与计算分析[J].东南大学学报(自然科学版),2009,39(1):63-67.[doi:10.3969/j.issn.1001-0505.2009.01.012]
　Sheng Zhigang,Xu Yanjie,Liu Haixiao.Shaking table tests and numerical analysis of arch dam model with contraction joints under prestressing forces[J].Journal of Southeast University (Natural Science Edition),2009,39(1):63-67.[doi:10.3969/j.issn.1001-0505.2009.01.012]
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带横缝预应力拱坝振动台模型试验与计算分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
39
期数:
2009年第1期
页码:
63-67
栏目:
其他
出版日期:
2009-01-20

文章信息/Info

Title:
Shaking table tests and numerical analysis of arch dam model with contraction joints under prestressing forces
作者:
盛志刚1;  徐艳杰2;  刘海笑1
1 天津大学建筑工程学院, 天津 300072; 2 清华大学水利水电工程系, 北京 100084
Author(s):
Sheng Zhigang1;  Xu Yanjie2;  Liu Haixiao1
1 College of Civil Engineering, Tianjin University, Tianjin 300072, China
2 Department of Hydraulic, Tsinghua University, Beijing 100084, China
关键词:
水工结构;  预应力;  拱坝横缝;  模型试验;  地震反应
Keywords:
hydraulic structure;  prestressing force;  contraction joint;  model experiment;  seismic behavior
分类号:
TV312
DOI:
10.3969/j.issn.1001-0505.2009.01.012
摘要:
为了探究施加预应力对带横缝拱坝抗震性能的影响,进行了振动台模型试验.试验模型采用新疆石门子拱坝的三心圆体型及特定刚性地基的方案(用型钢支架实现),研究了带横缝拱坝在动荷载作用下的反应规律.试验和计算结果表明,在施加预应力之后,不仅在一定程度上减小了横缝在强震荷载下的张开度,也在一定程度上提高了非整体拱坝结构的自振频率.与试验结果对比表明,计算预应力拱坝的简化数值模型基本上可以反映出拱坝在动力荷载作用下预应力钢丝或钢索对坝体动力反应的约束作用.
Abstract:
To explore the effect of prestressing forces on the seismic behaviors of arch dams, a set of model tests on shaking table were carried out. The arch dam model was made with a configuration of three-centered circular, which simulated Shi Men Zi arch dam built in Sinkiang. With a shape steel bracket, which simulated rigid foundations, the prestressed model was tested to study the dynamic behaviors of arch dams with contraction joints. The test and calculation results show that with prestressing not only the opening of the contraction joints is distinctly reduced, but also the natural frequency of arch dam increases in some degree. Comparison of the tested and numerical results shows a good agreement and it suggests that the simple numerical model proposed in this paper is reasonable for the arch dams with prestressed cables/wires under dynamic loadings.

参考文献/References:

[1] 朱诗鳌.坝工技术史[M].北京:中国水利电力出版社,1995.
[2] 赵中极,宋海印.重力坝采用预应力技术的断裂力学研究[J].华北水利水电学院学报,2005,26(1):19-22.
　 Zhao Zhongji,Song Haiyin.The study of prestress-reinforced concrete gravity dam with fracture mechanics[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power,2005,26(1):19-22.(in Chinese)
[3] 周维垣,杨若琼,刘耀儒,等.高拱坝整体稳定地质力学模型试验研究[J].水力发电学报,2005,24(1):53-58.
　 Zhou Weiyuan,Yang Ruoqiong,Liu Yueru,et al.Research on geomechanical model of rupture tests of arch dams for their stability[J]. Journal of Hydroelectric Engineering,2005,24(1):53-58.(in Chinese)
[4] 刘家平,侯俊平,费文平.水工结构模型试验的研究现状[J].中国农村水利水电,2005(8):85-86.
[5] Proulx J,Darbre G R,Kamileris N.Analytical and experimental investigation of damping in arch dams based on recorded earthquakes[C] //The 13th World Conference on Earthquake Engineering.Vancouver,Canada,2004:68.
[6] Lin G,Hu Z Q.Earthquake safety assessment of concrete arch and gravity dams[J].Earthquake Engineering and Engineering Vibration,2005,4(2):251-264.
[7] 郭永刚,孙五继,刘宪亮.高拱坝伸缩横缝间布设抗震钢筋的动力反应分析[J].应用力学学报,2007,24(1):16-21.
　 Guo Yonggang,Sun Wuji,Liu Xianliang.Numerical modeling of aseismic reinforcement between contraction joints in high arch dam[J]. Chinese Journal of Applied Mechanics,2007,24(1):16-21.(in Chinese)
[8] Fenves G L,Mojtahedi S,Reimer R B.UCB/EERC-89/12 ADAP-88—a computer program for nonlinear earthquake analysis of concrete arch dams[R].College of Engineering,University of California at Berkeley:Earthquake Engineering Research Center,1989.
[9] Zhang C H,Xu Y J,Wang G L,et al.Nonlinear seismic response of arch dams with contraction joint opening and joint reinforcements[J]. Earthquake Engineering & Structural Dynamics,2000,29(10):1547-1566.
[10] Liu X J,Xu Y J,Wang G L,et al.Seismic response of arch dams considering infinite radiation damping and joint opening effects[J].J Earthquake Engineering and Engineering Vibration,2002,1(1):65-73.

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　Internal Force and Secondary Internal Force Caused by Prestressing of Single Span Skew Girder Bridge[J].Journal of Southeast University (Natural Science Edition),1996,26(1):116.[doi:10.3969/j.issn.1001-0505.1996.04.022]

备注/Memo

备注/Memo:
作者简介: 盛志刚(1963—), 男, 博士; 刘海笑(联系人),男,博士,教授,博士生导师,liuhx@tju.edu.cn.
基金项目: 国家自然科学基金资助项目(50209004).
引文格式: 盛志刚,徐艳杰,刘海笑.带横缝预应力拱坝振动台模型试验与计算分析[J].东南大学学报:自然科学版,2009,39(1):63-67.
更新日期/Last Update: 2009-01-20