Effect of pile-soil-structure interaction on the cable-stayed bridge in response to the earthquake
Effect of pile-soil-structure interaction on the cable-stayed bridge in response to the earthquake
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1代泽兵,黄金枝,王红霞.Semi-active control of a cable-stayed bridge under multiple-support excitations[J].Journal of Zhejiang University-Science A(Applied Physics & Engineering),2004,5(3):68-76. 被引量：6
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2L Jun,YANG Yichun,FENG Haonan,CHUNCHUZOV Igor,TENG Pengxiao.Study on generation mechanism of anomalous acoustic-gravity waves before the 2011 Beijing earthquake(M_L=3.0)[J].Chinese Journal of Acoustics,2015,34(4):373-386.
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3顾明,陈礼忠,项海帆.A Method in Mixed Frequency-time domain for Fatigue Life Estimation of Steel Girders of Cable-stayed Bridges Due to Buffeting[J].应用基础与工程科学学报,1998,6(4):70-79. 被引量：1
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4Sadegh Naserkhaki,Farah N.A.Abdul Aziz,Hassan Pourmohammad.Earthquake induced pounding between adjacent buildings considering soil-structure interaction[J].Earthquake Engineering and Engineering Vibration,2012,11(3):343-358. 被引量：2
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5Turgay Cosgun,Cagatay Turgutt,Baris Sayin,Ahmet Cosgun.Determination of the Scale of Damage in the Wastewater Tunnels Due to Earthquake： A Case Study[J].Journal of Civil Engineering and Architecture,2013,7(11):1398-1404.
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6刘昌清,陶云辉,李想.Dynamic Behavior of Double-Row Pre-stressed Anchor Piles under Earthquake Conditions[J].Journal of Southwest Jiaotong University(English Edition),2010,18(2):118-123.
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7爱利思达：立即暂停在美销售碘甲烷[J].农药,2012,51(4):311-311.
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8郭安薪,徐幼麟,李惠.Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations——I:Theory[J].Earthquake Engineering and Engineering Vibration,2007,6(3):295-306. 被引量：4
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9程进,江见鲸,肖汝诚,项海帆.Aerostatic Stability of Long-Span Cable-Stayed Bridges: Parametric Study[J].Tsinghua Science and Technology,2003,8(2):201-205. 被引量：1
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10Konstantin Proskuryakov.The Reasons of Rupture Reactor Cooling Systems as a Result of Earthquake[J].Journal of Energy and Power Engineering,2013,7(7):1238-1243.
