Gao Yunxue, Yang Yucheng, Tan Yingkai. Earthquake damage to brick buildings and its mitigation in cold region [C]. International symposium on Cold Region Development, Harbin China, 1988, 2: 1―8.
Liu Hongxu, Sun Yanfu, Chen Yaming, et al. Influence of seasonally frozen ground on the seismic damages of buildings [J]. Journal of Glaciology and Geocryology, 1998, 20(1): 46―50. (in Chinese)
Xu Xueyan, Xu Chunhua, Li Xiaozhi. Research on earthquake acceleration response spectrum of frozen soil ground [J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 680―683. (in Chinese)
[6]
Vaziri H, Han Y C. Full-scale field studies of the dynamic response of piles embedded in partially frozen soils [J]. Canadian Geotechnical Journal, 1991, 28(5): 708―718.
[7]
Suleiman M T, Sritharan S, White D J. Cyclic lateral load response of bridge column-foundation-soil systems in freezing conditions [J]. Journal of Structural Engineering, 2006, 132(11): 1745―1754.
Wu Zhijian, Wang Ping, Huo Yuankun, et al. Study on shaking table test for seismic response of pile foundation of bridges at the permafrost regions [J]. Northwest Seismological Journal, 2009, 31(4): 319―326. (in Chinese)
[10]
Feng Xiong, Yang Zhaohui. Effects of seasonally frozen soil on the seismic behavior of bridges [J]. Cold Regions Science and Technology, 2008, 54(1): 44―53.
Lu Ming, Li Xiaojun. Report of seismic security estimation on engineering site of four bridges in Qinghai-Tibet Railway [R]. Harbin: Research Center of Seismic Engineering, China Earthquake Administration. 2001. (in Chinese)
Du Xiuli, Zhao Mi, Wang Jinting. A stress artificial boundary in FEA for near-field wave problem [J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(1): 49―56. (in Chinese)
[17]
Lysmer J, Udaka T, Tsai C F. FLUSH a computer program for approximate 3-D analysis of soil-structure systems [R]. Report No. EERC75-30, Earthquake Engineering Research Center, University of California, Berkeley, 1975.
[18]
Baltay P, Gjelsvik A. Coefficient of friction for steel on concrete at high normal stress [J]. Journal of Materials in Civil Engineering, 1990, 2(1): 46―49.
[19]
Kim S H, Mha H S, Lee S W. Effects of bearing damage upon seismic behaviors of a multi-span girder bridge [J]. Engineering Structures, 2006, 28(7): 1071―1080.
