[1]VanGeem M. Achieving sustainability with precast concrete[J]. PCI Journal, 2006, 51(1): 42-61.
[2]Akin A, Sezer R. A study on strengthening of reinforced concrete frames using precast concrete panels[J]. KSCE Journal of Civil Engineering, 2016, 20(6): 2439-2446.
[3]Ha S, Yu S, Kim J. Experimental study on existing reinforced concrete frames strengthened by L-type precast concrete wall panels to earthquake-proof buildings[J]. KSCE Journal of Civil Engineering, 2018, 22(9): 3579-3591.
[4]杨秀仁.我国预制装配式地铁车站建造技术发展现状与展望[J].隧道建设(中英文),2021,41(11):1849-1870. (Yang Xiuren. Development and prospect of construction technology for prefabricated metro station in China[J]. Tunnel Construction,2021, 41(11): 1849-1870. (in Chinese))
[5]李兆平,王臣,苏会峰,等. 装配式地铁车站结构接头混凝土裂缝及接缝变形规律试验研究[J]. 土木工程学报,2015,48(增1):409-413. (Li Zhaoping, Wang Chen, Su Huifeng, et al. An experiment study on the evolution law of concrete structure crack and joint seam deformation for tenon groove joints in the prefabricated metro station[J]. China Civil Engineering Journal, 2015, 48(Supp.1):409-413. (in Chinese))
[6]李兆平,王臣,苏会峰,等. 预制装配式地铁车站结构榫槽式接头力学性能研究[J]. 中国铁道科学,2015,36(5): 7-11. (Li Zhaoping, Wang Chen, Su Huifeng, et al. Mechanical property of tenon-groove joints for metro station constructed by prefabricated structure[J]. China Railway Science, 2015, 36(5): 7-11. (in Chinese))
[7]陶连金,李卓遥,杨秀仁,等.基于ABAQUS的预制装配式地铁车站结构拼装成环后力学行为研究[J].现代隧道技术,2018,55(5):115-123. (Tao Lianjin, Li Zhuochao, Yang Xiuren, et al. Research of the mechanical behaviors of subway station structure assembled with prefabricated elements based on ABAQUS[J]. Modern Tunnelling Technology, 2018, 55(5):115-123.)
[8]丁鹏,陶连金,杨秀仁,等.预制装配式地铁车站单环结构传力与变形机理[J].西南交通大学学报,2020,55(5):1076-1084, 1110. (Ding Peng, Tao Lianjin, Yang Xiuren, et al. Force transfer and deformation mechanism of single ring structure of prefabricated subway station[J] Journal of Southwest Jiaotong University, 2020, 55(5): 1076-1084, 1110. (in Chinese))
[9]杨秀仁, 林放, 黄美群. 地铁车站预制装配式结构注浆式单榫长接头抗弯承载性能试验研究[J]. 土木工程学报, 2020, 53(4): 111-119. (Yang Xiuren, Lin Fang, Huang Meiqun. Research on flexural bearing capability of long grouted single mortise-tenon joints for prefabricated metro station structures[J]. China Civil Engineering Journal, 2020, 53(4): 111-119. (in Chinese))
[10]杨秀仁, 林放, 黄美群. 地铁车站预制装配式结构注浆式单榫接头抗弯刚度试验研究[J]. 土木工程学报,2020, 53(3): 38-43. (Yang Xiuren, Lin Fang, Huang Meiqun. Experimental research on flexural rigidity of grouted single mortise-tenon joints for prefabricated metro station structures[J]. China Civil Engineering Journal, 2020, 53(3): 38-43. (in Chinese))
[11]Yang X, Huang M, Lin F. Research strategies on new prefabricated technology for underground metro stations[J]. Urban Rail Transit, 2019, 5(3): 145-154.
[12]Yang X, Han Y. Closed cavity thin-wall components design for prefabricated underground subway structures[A]// Geo-Risk Conference 2017: Reliability-Based Design and Code Developments[C]. Denver, USA. 2017: 194-205.
[13]丁鹏, 陶连金, 杨秀仁, 等.预制装配式地铁车站闭腔构造优化设计[J].北京工业大学学报,2019,45(10):946-955. (Ding Peng, Tao Lianjin, Yang Xiuren, et al. Optimum design of closed cavity structure for prefabricated metro station[J]. Journal of Beijing University of Technology, 2019,45(10):946-955. (in Chinese))
[14]Ding P, Tao L, Yang X, et al. Three-dimensional dynamic response analysis of a single-ring structure in a prefabricated subway station[J]. Sustainable Cities and Society, 2019, 45: 271-286.
[15]Tao L, Ding P, Shi C, et al. Shaking table test on seismic response characteristics of prefabricated subway station structure[J]. Tunnelling and Underground Space Technology, 2019, 91: 102994.
[16]杜修力, 刘洪涛, 路德春, 等. 装配整体式地铁车站侧墙底节点抗震性能研究[J]. 土木工程学报, 2017, 50(4): 38-47.(Du Xiuli, Liu Hongtao, Lu Dechun, et al. Study on seismic performance of sidewall joints in assembled monolithic subway station[J]. China Civil Engineering Journal, 2017, 50(4): 38-47. (in Chinese))
[17]杜修力, 刘洪涛, 许成顺, 等. 装配整体式地铁车站纵断面方向梁板柱中节点抗震性能研究[J]. 建筑结构学报, 2019, 40(9): 95-103.(Du Xiuli, Liu Hongtao, Xu Chengshun, et al. Study on seismic performance of beam-column-slab interior joints in longitudinal section of assembled monolithic subway station[J]. Journal of Building Structures, 2019, 40(9): 95-103. (in Chinese))
[18]曹轲,万雨晨,周小涵.预制装配式技术在地下工程的应用与研究进展[J].地下空间与工程学报,2023,19(6):2055-2071.(Cao Ke,Wan Yuchen,Zhou Xiaohan.Application and research progress of prefabricated assembly technology in underground engineering[J].Chinese Journal of Underground Space and Engineering,2023,19(6):2055-2071.(in Chinese))
[19]陶连金,石城,丁鹏,等.薄壁闭腔对装配式车站结构力学性能影响研究[J].地下空间与工程学报,2021,17(3):776-785.(Tao Lianjin,Shi Cheng,Ding Peng,et al.Study on the influence of thin-walled closed cavity on the mechanical properties of the prefabricated subway station[J].Chinese Journal of Underground Space and Engineering,2021,17(3):776-785.(in Chinese))
[20]中华人民共和国住房和城乡建设部. 混凝土结构设计规范(GB 50010-2010)[S]. 北京:中国建筑工业出版社, 2010.(Ministry of Housing and Urban-Rural Construction of the People's Republic of China. Code for design of concrete structures (GB 50010-2010)[S]. Beijing: China Architecture & Building Press, 2010. (in Chinese))
[21]郭瑞, 何川, 苏宗贤, 等. 盾构隧道管片接头抗剪力学性能研究[J]. 现代隧道技术, 2011, 48(4):72-77.(Guo Rui, He Chuan, Su Zongxian, et al. Study of shearing mechanical properties of segment joints of shield tunnels[J]. Modern Tunnelling Technology, 2011, 48(4):72-77. (in Chinese))
