叶爱君, 胡世德, 范立础. 桥梁支座抗震性能的模拟分析[J]. 同济大学学报, 2001, 29(1): 6―9. Ye Aijun, Hu Shide, Fan Lichu. Simulation of seismic behavior for bridge bearings[J]. Journal of Tongji University, 2001, 29(1): 6―9. (in Chinese)
[2]
聂利英, 李建中, 范立础. 滑动支座竖向动反力对桥梁结构动力性能的影响[J]. 同济大学学报, 2002, 30(11): 1290―1294. Nie Liying, Li Jianzhong, Fan Lichu. Effects of dynamic vertical resistance force of sliding bearing of bridges[J]. Journal of Tongji University, 2002, 30(11): 1290―1294. (in Chinese)
[3]
Shinji Tanimura, Takashi Sato, Tsutomu Umeda. A note on dynamic fracture of the bridge bearing due to the great Hanshin-Awaji earthquake[J]. International Journal of Impact Engineering, 2002, 27(2): 165―175.
[4]
Yang J, Lee C M. Characteristics of vertical and horizontal ground motions recorded during the Niigata-ken Chuetsu, Japan Earthquake of 23 October 2004[J]. Engineering Geology, 2007, 94(1/2): 50―64.
[5]
Bozorgnia Y, Campbell K W. The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified V/H and vertical design spectra[J]. Journal of Earthquake Engineering, 2004, 8(2): 175―207.
[6]
Collier C, Elnashai A S. A procedure for combining vertical and horizontal seismic action effects[J]. Journal of Earthquake Engineering, 2001, 5(4): 521―539.
[7]
Pantelides C P, Ma X. Linear and nonlinear pounding of structural systems[J]. Computers and Structures, 1998, 66(1): 79―92.
[8]
Malhotra P K. Dynamics of seismic pounding at expansion joints of concrete bridges[J]. Journal of Engineering Mechanics, 1998, 124(7): 794―802.
[9]
许祥, 刘伟庆, 徐秀丽. 结构地震碰撞分析的线性粘弹性碰撞模型[J]. 工程力学, 2013, 30(2): 278―284. Xu Xiang, Liu Weiqing, Xu Xiuli. Linear viscoelastic model of earthquake-induced structural pounding[J]. Engineering Mechanics, 2013, 30(2): 278―284. (in Chinese)
[10]
李忠献, 岳福青, 周莉. 地震时桥梁碰撞分析的等效Kelvin撞击模型[J]. 工程力学, 2008, 25(4): 128―133. Li Zhongxian, Yue Fuqing, Zhou Li. Equivalent kelvin impact model for pounding analysis of bridges during earthquake[J]. Engineering Mechanics, 2008, 25(4): 128―133. (in Chinese)
[11]
徐然, 尹晓春. 竖向地震作用下桥面与桥墩的多次重撞击力的计算[J]. 工程力学, 2010, 27(10): 124―130. Xu Ran, Yin Xiaochun. Calculations of multiple pounding forces between girder and pier of bridges under vertical earthquake[J]. Engineering Mechanics, 2010, 27(10): 124―130. (in Chinese)
[12]
徐然, 尹晓春. 竖向地震作用下桥梁结构的瞬态波响应分析[J]. 振动与冲击, 2012, 31(1): 49―55. Xu Ran, Yin Xiaochun. Transient wave response analysis of a bridge under vertical earthquakes[J]. Journal of Vibration and Shock, 2012, 31(1): 49―55. (in Chinese)
[13]
JTG D62-2004, 公路钢筋混凝土及预应力混凝土桥涵设计规范[S]. 北京: 人民交通出版社, 2004. JTG D62-2004, Code for design of highway reinforced concrete and prestressed concrete bridges and culverts[S]. Beijing: China Communications Press, 2004. (in Chinese)
[14]
JB 50011-2001, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2004. JB 50011-2001, Code for seismic design of buildings[S]. Beijing: China Architecture Industry Press, 2004. (in Chinese)
[15]
Yin X C, Qin Y, Zou H. Transient responses of repeated impact of a beam against a stop[J]. International Journal of Solids and Structures, 2007, 44: 7323―7339.
[16]
吴彬. 铅芯橡胶支座力学性能及其在桥梁工程中减、隔震应用的研究[D]. 北京: 铁道科学研究院, 2003. Wu Bin. Study on mechanical characteristic of lead-rubber bearing and the response of isolated bridge with the lead-rubber bearing[D]. Beijing: China Academy of Railway Sciences, 2003. (in Chinese)
[17]
聂肃非. 连续梁桥橡胶铅芯隔震支座的力学性能研究及应用[D]. 武汉: 华中科技大学, 2010. Nie Sufei. Research of mechanical properties and application of LRB in Continuous beam bridge[D]. Wuhan: Huazhong University of Science and Technology, 2010. (in Chinese)
