Journal of Jilin University(Earth Science Edition) ›› 2021, Vol. 51 ›› Issue (5): 1463-1472.doi: 10.13278/j.cnki.jjuese.20210055
Previous Articles Next Articles
Meng Chang1,2, Tang Liang1,2
CLC Number:
| [1] Yang D S. Deformation-Based Seismic Design Models for Waterfront Structures[D]. Corvallis:Oregon State University, 1999. [2] Smith D, Naesgaard E, Kullmann H. Seismic Design of a New Pile and Deck Structure Adjacent to Existing Caissons Founded on Potentially Liquefiable Ground in Vancouver[C]//Proceedings of 13th World Conference on Earhtquake Engineering. Vancouver:[s. n.], 2004:1-14. [3] Mccullough N J. The Seismic Geotechnical Modeling, Performance, and Analysis of Pile-Supported Wharves[D]. Corvallis:Oregon State University, 2003. [4] 谢世楞. 奥克兰港高桩码头的震害对比[J]. 港工技术, 1990(4):13-17. Xie Shileng. Comparison of Seismic Damage at Auckland Harbour Pile-Wharf[J]. Port Engineering Technology, 1990(4):13-17. [5] 高明, 赵颖, 靳道斌. 桩基码头抗震实验研究及动力分析[J]. 水利水运科学研究, 1981(4):37-50. Gao Ming, Zhao Ying, Jin Daobin. A Seismic Experimental Studies and Dynamic Analysis of Pile Supported Piers[J]. Journal of Nanjing Hydraulic Research Institute, 1981(4):37-50. [6] 侯瑜京, 韩连兵, 梁建辉. 深水港码头围堤和群桩结构的离心模型试验[J]. 岩土工程学报, 2004, 26(5):594-600. Hou Yujing, Han Lianbing, Liang Jianhui. Centrifuge Modeling of Sea Dike and Pile Groups in a Habour[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(5):594-600. [7] Su L, Lu J, Elgamal A, et al. Seismic Performance of a Pile-Supported Wharf:Three-Dimensional Finite Element Simulation[J]. Soil Dynamics and Earthquake Engineering, 2017, 95:167-179. [8] 苏雷. 液化侧向扩展场地桩-土体系地震模拟反应分析[D]. 哈尔滨:哈尔滨工业大学, 2016. Su Lei. Earthquake Simulation Response of Soil-Pile System in Liquefaction-Induced Lateral Spreading Ground[D]. Harbin:Harbin Institute of Technology, 2016. [9] Conca D, Bozzoni F, Lai C G. Interdependencies in Seismic Risk Assessment of Seaport systems:Case Study at Largest Commercial Port in Italy[J]. Asce-Asme Journal of Risk and Uncertainty in Engineering Systems:Part A:Civil Engineering, 2020, 6(2). doi:10.1061/AJRUA6.0001043. [10] Su L, Wan H P, Li Y, et al. Soil-Pile-Quay Wall System With Liquefaction-Induced Lateral Spreading:Experimental Investigation, Numerical Simulation, and Global Sensitivity Analysis[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2018, 144(11):04018087.1-04018087.17. [11] Madabhushi G, Boksmati J I, Torres S G. Numerical and Centrifuge Modeling of Gravity Wharf Structures Subjected to Seismic Loading[J]. Journal of Waterway Port Coastal and Ocean Engineering, 2020, 146(4):04020007. [12] Geyin M, Maurer B W. Fragility Functions for Liquefaction-Induced Ground Failure[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 146(12). doi:10.1061/(ASCE) GT.1943-5606.0002416. [13] 于仕达, 张延军, 李云峰. 安庆市某地区液化场地判别研究[J]. 世界地质, 2021, 40(1):170-175. Yu Shida, Zhang Yanjun, Li Yunfeng. Identification of Liquefaction Site in an Area of Anqing[J]. Global Geology, 2021, 40(1):170-175. [14] 王炳煌. 高桩码头工程[M]. 北京:人民交通出版社, 2010. Wang Binghuang. High-Piled Wharf[M]. Beijing:People's Communications Press, 2010. [15] Mckenna F. OpenSees:A Framework for Earthquake Engineering Simulation[J]. Computing in Science and Engineering, 2011, 13(4):58-66. [16] 常士骠, 张苏民. 工程地质手册[M]. 北京:中国建筑工业出版社, 2007. Chang Shibiao, Zhang Sumin. Engineering Geology Handbook[M]. Beijing:China Architecture and Building Press, 2007. [17] 张明义, 刘雪颖, 王永洪, 等.粉土及粉质黏土对静压沉桩桩端阻力影响机制现场试验[J]. 吉林大学学报(地球科学版), 2020, 50(6):1804-1813. Zhang Mingyi, Liu Xueying, Wang Yonghong, et al. Field Test on Influencing Mechanism of Silty Soil and Silty Clay on Tip Resistance of Static[J]. Journal of Jilin University (Earth Science Edition), 2020, 50(6):1804-1813. [18] 孟畅. 液化场地高桩码头地震易损性分析[D]. 哈尔滨:哈尔滨工业大学, 2020. Meng Chang. Seismic Fragility Analysis of the Pile-Supported Wharf in Liquefiable Soils[D]. Harbin:Harbin Institute of Technology, 2020. [19] 梁兴文, 王社良, 李晓文. 混凝土结构设计原理[M]. 北京:科学出版社, 2003. Liang Xingwen, Wang Sheliang, Li Xiaowen. Principle of Concrete Structure Design[M]. Beijing:Science Press, 2003. [20] 预应力混凝土用钢棒:GB/T 5223.3-2005[S]. 北京:中国标准出版社, 2006. Steel Bars Prestressed Concrete:GB/T 5223.3-2005[S]. Beijing:Standards Press of China, 2006. [21] 张楠. 考虑结构-桩-土相互作用的PHC管桩抗震性能研究[D]. 天津:天津大学, 2014. Zhang Nan. Study on Seismic Performance of Pipe Piles Considering Soil-Pile-Superstructure Interaction[D]. Tianjin:Tianjin University, 2014. |
| [1] | Zhang Anqi, Su Lei, Ling Xianzhang, Tang Liang, Wang Jianfeng, Yan Zhen. Simplified Method for Seismic Analysis of Pile-Supported Wharf [J]. Journal of Jilin University(Earth Science Edition), 2021, 51(5): 1523-1534. |