Question

把中文文献翻译成英文怎么翻译

[1] 聂明.加工与贮藏对茶油品质特性影响研究[D].重庆:西南大学,2010
[2] 徐雨军.食品聚乙烯包装材料中酚类化合物的测定及迁移研究[D]. 扬州:扬州大学,2016.

Answer 1

聂明.加工与贮藏对茶油品质特性影响研究[D].重庆:西南大学,2010
徐雨军.食品聚乙烯包装材料中酚类化合物的测定及迁移研究[D]. 扬州:扬州大学,2016.
Nie Ming. Study on the effect of processing and storage on the quality characteristics of tea oil[D].Chongqing: Southwest University, 2010
Xu Yujun. Determination and migration of phenolic compounds in food polyethylene packaging materials [D]. Yangzhou: Yangzhou University, 2016.

Answer 2

可以找专家来帮你，清北医学翻译，就可以帮你的忙。

Answer 3

Hu Jianxin. Tension, Tang Guangwu, et al. Present situation of seismic design of pile foundation in liquefiable field [J]. world bridge, 2008 (1): 14-17.. (in Chinese): 11 Wang Qing Qiao, Xiao Wei, Wang Junjie. The bridge pile damage characteristics and failure mechanism of [J]. earthquake disaster prevention technology, 2009, 4 167-173. Li Yurun. Transverse dynamic response of pile foundation in liquefiable soil [D]. Research Institute of engineering mechanics, China Earthquake Administration, 2006. Qi Chunxiang. During liquefaction of saturated sands soil pile interaction on p-y curve [D]. Tianjin University, 2008. Ling Xianchang, Tang Liang. The lateral response of piles in liquefiable ground in progress model of p-y curve analysis in mechanical [J]. 2010, 40 250-262. Xianchang Ling, Wang Chen, Wang Zhiqiang, et al. Free ground liquefaction. Large scale shaking table model test of earthquake engineering and engineering vibration, 2003, 23 138 - 14363 Zhang Jianmin, Wang Gang. Analysis of the foundation of large post liquefaction deformation of pile - soil interaction is considered. Journal of Tsinghua University (NATURAL SCIENCE EDITION), 2004, 44 429 - 432 Yuan Xiaoming, Li Yurun, sun Rui. The response mechanism of pile foundation in liquefiable soil under seismic cyclic ground motion. Journal of civil engineering, 2008, 103 - 11076 Xianchang Ling, Tang Liang, Gao Xia. Bridge Piles in liquefiable ground acceleration vibration test and numerical simulation. Journal of Harbin Institute of Technology, 2008,40 1546 - 1551 Tang Liang, Ling Xianchang, Xu Peng Ju, et al. Liquefiable ground high cap pile soil bridge structure interaction vibration test China [J]. Journal of highway and transport, 2010, 23 (4): 51-57. Qian Deling, Zhang Zehan, Dai Qiquan, et al. Liquefied high-rise building pile foundation dynamic response [J]. Journal of rock mechanics and engineering test on 2015, 34 (12): 2572-2579. Su Lei Ling, Xianchang, Tang Liang, et al. Liquefiable ground bridge of pile foundation dynamic testing of vibration response of disaster prevention and mitigation engineering [J]. 2015, V.35 (2): 186-191. Zhang Xinlei, Wang Zhihua, Xu Zhenwei, et al. Dynamic model test of dynamicresponse of pile groups under large displacement conditions [J]. engineering mechanics, 2016, 33 (5): 150-156. (in Chinese) Yang Runlin, Qiao Chunming, ZHANG, Xiao-yu, et al. Shaking table test study on seismic response of pile foundation in liquefiable ground [J]. Journal of University of Science and Technology Beijing, 2014 (1): 131-137. (in Chinese) Kong Desen, Li Chunjie, Ling Xianchang, et al. Journal of liquefied soil pile group - soil - structure interaction seismic shaking table test on [J]. of geotechnical engineering, 2011, 33 (S2): 143-149. 48：Wang Kai, Qian Deling. Study on shaking table model test of pile soil superstructure in liquefiable field [J]. Journal of HeFei University of Technology: Natural Science Edition, 2011, 34 (11): 1687-1691. 49 ：for Xu Peng, Hu Qingli, Ling Xianchang. Journal of soil liquefaction single seismic pile soil bridge structure interaction of large scale shaking table test study of [J]. in civil engineering, 2010 (S2): 327-332.