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高速公路刚构特大桥施工技术研究 被引量:4

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摘要 就目前看来,我国国内建成较多的大跨桥梁中,绝大部分是预应力混凝土连续刚构桥。这种方式的桥梁具有较高的安全性与稳定性,然而这种桥梁也出现了较多的病害,危害着人们的生命财产安全与社会稳定性,因此施工企业需要对高速公路刚构特大桥的施工技术进行不断的优化与改进,从而提高高速公路的整体运营水平。
作者 李少方
出处 《黑龙江交通科技》 2015年第1期159-159,共1页 Communications Science and Technology Heilongjiang
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  • 1王东升,李宏男,王国新.双向地震动作用的拟等延性系数谱[J].地震工程与工程振动,2004,24(4):25-31. 被引量:6
  • 2钱稼茹,康钊,赵作周,罗琳,刘庆任,张宏远.在用市政桥梁基于位移的抗震安全评估[J].工程力学,2006,23(A01):194-202. 被引量:10
  • 3De Stefano M, Faella G, Ramasco R. Inelastic seismic response of one-way plan-asymmetric under bi-dimensional ground motions [ J ]. Earthquake Engineering and Structural Dynamics, 1998, 27 (4) :363 - 376.
  • 4Heredia-Zavoni E, Machicao-Borrniuevo C. Response to orthogonal components of ground motion and assessment of percentage combination rules[J ]. Earthquake Engineering and Structural Dynamic, 2004, 33 ( 2 ) : 271 - 284.
  • 5Lopez O A, Chopra A K, Hemandez J J. Critical response of structures to multi-component earthquake excitation [ J ]. Earthquake Engineering and Structural Dynamics, 2000, 29 (12) : 1759 - 1778.
  • 6Lopez O A, Torres R. The critical angle of seismic incidence and the maximum structural response [ J ]. Earthquake Engineering and Structural Dynamics, 1997, 26:881 -894.
  • 7Wilson E L, Suharwardy A, Habibullah A. A clarification of the orthogonal effects in a tree-dimensional seismic analysis [ J ]. Earthquake Spectra, 1995, 11 (4) :659 - 666.
  • 8Saiidi M, Sozen M A. Simple nolinear seismic analysis of RC structures [ J ]. Journal of the Structural Division-ASCE, 1981, 107(5) :937 -952.
  • 9Fajfar P, Gaspersic P. N2 method for the seismic damage analysis of RC buildings [ J ]. Earthquake Engineering and Structural Dynamics, 1996, 25(1) :31 -46.
  • 10Gupta B, Kunnath S K. Adaptive spectra-based Pushover procedure for seismic evaluation of structures[ J]. Earthquake Spectra, 2000, 16(2) :367 -391.

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