JTG/T B02-01-2008公路桥梁抗震设计细则[S]. 北京: 人民交通出版社, 2008. JTG/T B02-01-2008 Guidelines for Seismic Design of Highway Bridges[S]. Beijing: China Communications Press, 2008.(in Chinese)
[2]
FILIPOV E T, HAJJAR J F, STELLMAN J S, et al. Computational Analysis of Quasi-Isolated Bridges with Fusing Bearing Components. Structure Congress, 2011: 276-288.
[3]
ISO 22762-3 Part 3, Elastomeric seismic protection isolator-Part 3: Application for Buildings[S]. 2005.
[4]
JTT 822-2011公路桥梁铅芯隔震橡胶支座[S]. 北京: 人民交通出版社, 2011. JTT 822-2011 Lead Rubber Bearing Isolator for Highway Bridge[S]. Beijing: China Communications Press, 2011.(in Chinese)
[5]
REYES J C, KALKAN E. Required number of records for ASCE/SEI 7 ground-motion scaling procedure[R]. U.S. Geological Survey Open-File Report, 2011, 2011-1083.
[6]
FEMAP695, Quantification of Building Seismic Performance Factors[S]. Federal Emergency Management Agency, Washington D.C. 2008.
[7]
石岩, 王进, 王东升, 等. 采用板式橡胶和铅芯橡胶支座的山区桥梁地震损伤评价[J]. 地震工程与工程振动, 2014, 34(1): 237-241 SHI Yan, WANG Jin, WANG Dongsheng, et al. Seismic damage evaluation of bridges with RBs and LRBs in mountainous areas[J]. Earthquake Engineering and Engineering Dynamics, 2014, 34(1): 237-241.(in Chinese)
[8]
Dowell R K, Seible F, Wilson E L. Pivot hysteresis model for reinforced concrete members[J]. ACI Structural Journal, 1998, 95(5): 607-617.
[9]
Hall J F, Heaton T H, Halling M W, et al. Near-source ground motion and its effects on flexible buildings[J]. Earthquake Spectra,1995,11(4): 367-390.
杜修力, 韩强, 李忠献, 等. 汶川地震中山区公路桥梁震害及启示[J]. 北京工业大学学报, 2008(12): 1270-1279. DU Xiuli, HAN Qiang, LI Zhongxian, et al. The seismic damage of bridges in the 2008 Wenchuan earthquake and lesson from its damage[J]. Journal of Beijing University of Technology, 2008(12): 1270-1279.(in Chinese)
[12]
Chopra A K,Chintanapakdee C. Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions[J]. Earthquake Engineering and Structural Dynamics, 2001, 30(12): 1769-1789.
[13]
刘启方, 袁一凡, 金星, 等. 近断层地震动的基本特征[J]. 地震工程与工程振动, 2006, 26(1): 1-10. LIU Qifang, YUAN Yifan, JIN Xing, et al. Basic characteristics of near-fault ground motions[J]. Earthquake Engineering and Engineering Dynamics, 2006, 26(1): 1-10.(in Chinese)
[14]
Alan M S, Bhuiyan M A R, Billah A H M. Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones[J]. Bulletin of Earthquake Engineering, 2012, 10(6): 1885-1909.
[15]
Hite M C, Srivastava S. Assessment of seismic retrofit measures for bridge bearings[C]// Structures Congress, ASCE. 2008.
[16]
Shen J, Tsai M, Chang K, et al. Performance of seismically isolated bridge under near-fault earthquake ground motions[J]. Journal of Structure Engineering, 2004,130(6): 861-868
[17]
汤虎, 李建中. 板式橡胶支座桥梁地震位移控制方法[J]. 中国公路学报, 2013, 26(3): 110-116. TANG Hu, LI Jianzhong. Displacement control method for continuous bridges on laminated rubber bearings under earthquake excitation[J]. 2013, 26(3): 110-116.(in Chinese)
[18]
汤虎, 李建中. 连续梁桥固定墩减震设计方法研究[J]. 土木工程学报, 2011, 44(12): 64-72. TANG Hu, LI Jianzhong. Study of earthquake-reduction design for the fixed pier of continuous bridges[J]. China Civil Engineering Journal, 2011, 44(12): 64-72.(in Chinese)
