[1] 孙润方, 许劲松. 埋置式波纹钢—混凝土结构中波纹钢的承载增强作用研究[J]. 现代隧道技术, 2018, 55(5): 254-262. (Sun Runfang, Xu Jinsong. Reinforcement effect of corrugated steel on the bearing capacity of embedded concrete-lined corrugated steel structure[J]. Modern Tunnelling Technology, 2018, 55(5): 254-262. (in Chinese))
[2] 王君顺. 波纹钢—混凝土组合明洞在双线铁路隧道洞口防护中的应用[J]. 铁道建筑, 2021, 61(9): 6. (Wang Junshun. Application of corrugated steel-concrete composite open cut tunnel in portal protection engineering of double track railway tunnel[J]. Railway Engineering, 2021, 61(9): 6. (in Chinese))
[3] 李国锋, 丁文其, 业海, 等. 隧道波纹钢装配式初期支护结构施工技术研究[J]. 地下空间与工程学报, 2020, 16(增1): 178-184. (Li Guofeng, Ding Wenqi, Ye Hai, et al. Study on the construction technology of corrugated steel prefabricated support structure in tunnel[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(Supp.1): 178-184. (in Chinese))
[4] 王哲, 张清照, 潘青, 等. 装配式波纹钢棚洞的施工方法及受力特性研究[J]. 地下空间与工程学报, 2020, 16(增1): 185-193. (Wang Zhe, Zhang Qingzhao, Pan Qing, et al. Construction method mechanical characteristics of prefabricated corrugated steel shed tunnel[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(Supp.1): 185-193. (in Chinese))
[5] Sangwoo J. Design and numerical assessment of a rapid-construction corrugated steel-concrete-steel protective structure[J]. International Journal of Protective Structures, 2019, 10(4): 470-485.
[6] Lu J Y, Wang Y H, Zhai X M. Response of flat steel-concrete-corrugated steel sandwich panel under drop-weight impact load by a hemi-spherical head[J]. Journal of Building Engineering, 2021, 44: 102890.
[7] Kang J S, Davidson J S. Structural effect of concrete lining for concrete-lined corrugated steel pipes[J]. Structure and Infrastructure Engineering, 2013, 9(2): 130-140.
[8] 李百建, 李勇, 朱良生, 等. 波纹钢管加固不同破损程度混凝土管涵实验[J]. 中国公路学报, 2020, 33(1): 62-68. (Li Baijian, Li Yong, Zhu Liangsheng, et al. Experiment on reinforced concrete pipes with different deteriorated levels rehabilitated with corrugated steel pipes[J]. China Journal of Highway and Transport, 2020, 33(1): 62-68. (in Chinese))
[9] Xia Q L, Wang Y Y, Jelovica J, et al. Experimental study on corrugated steel-concrete composite semicircular arches under midspan loading[J]. Structures, 2022, 38: 1137-1150.
[10] Zhang J L, Liu B D, Liu R. Behavior of sinusoidal-corrugated-steel-plate-concrete composite slabs: experimental investigation and theoretical model development[J]. Journal of Constructional Steel Research, 2021, 187: 106958.
[11] 周小淇, 黄俊, 李海光. 波纹钢板—混凝土组合梁的力学性能研究[J]. 地下空间与工程学报, 2020, 16(增2): 656-663. (Zhou Xiaoqi, Huang Jun, Li Haiguang. Analysis on the mechanical property of the corrugated steel-concrete composite beam[J]. Chinese Journal of Underground Space and Engineering, 2020, 16(Supp.2): 656-663. (in Chinese))
[12] 王罡, 夏启龙, 王玉银, 等. 双层波纹钢混凝土组合拱静力性能研究[J]. 建筑结构学报, 2021, 42, (增2): 358-364. (Wang Gang, Xia Qilong, Wang Yuyin, et al. Study on static behavior of corrugated steel-concrete-corrugated steel arch[J]. Journal of Building Structure, 2021, 42(Supp.2): 358-364. (in Chinese))
[13] 中华人民共和国国家质量监督检验检疫总局.冷弯波纹钢管(GB/T 3456-2017)[S]. 北京: 中国标准出版社, 2017. (General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China.Cold-formed corrugated steel pipe (GB/T 3456-2017)[S]. Beijing: Standards Press of China, 2017. (in Chinese))
[14] 中华人民共和国住房和城乡建设部.核电站钢板混凝土结构技术标准(GB/T51340-2018)[S]. 北京: 中国计划出版社,2018. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical standard for steel plate concrete structures of nuclear power plants (GB/T51340-2018)[S]. Beijing: China Planning Press, 2018. (in Chinese))
[15] 中华人民共和国住房和城乡建设部. 预应力混凝土结构设计规范(JGJ 369-2016)[S]. 北京: 中国建筑工业出版社, 2016. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Code foe design of prestressed concrete structures (JGJ 369-2016)[S]. Beijing: China Architecture & Building Press, 2016. (in Chinese))
[16] Nguyen Hang T N, Tan K H, Kanda T. Investigations on web-shear behavior of deep precast, prestressed concrete hollow core slabs[J]. Engineering Structures, 2019, 183: 579-593.
[17] 中华人民共和国住房和城乡建设部. 混凝土结构设计规范 (GB50010-2010)[S]. 北京: 中国建筑工业出版社, 2010. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Code of design of concrete structures (GB50010-2010)[S]. Beijing: China Architecture & Building Press, 2010. (in Chinese))
[18] Shanmugam N E, Kumar G, Thevendran V. Finite element modelling of double skin composite slabs[J]. Finite Elements in Analysis and Design, 2002, 38(7): 579-579.
[19] Rana M M, Uy B, Mirza O. Experimental and numerical study of the bond-slip relationship for post-tensioned composite slabs[J]. Journal of Constructional Steel Research, 2015, 114: 362-379.
[20] Liu J P, Hu H F, Li J,et al. Flexural behavior of prestressed concrete composite slab with precast inverted T-shaped ribbed panels[J]. Engineering Structures, 2020, 215: 110687.
[21] Yan J B, Qian X D, Liew J Y R, et al. Damage plasticity based numerical analysis on steel-concrete-steel sandwich shells used in the Arctic offshore structure[J]. Engineering Structures, 2016, 117: 542-559.
[22] Ghaemdoust M R, Yang J, Wang F L, et al. Flexural behavior of prestressed concrete-filled steel tubular flange beams[J]. Structures, 2022, 43: 1643-1667.
[23] American Institute of Steel Construction. Specification for structural steel buildings (ANSI/AISC 360-16)[S]. Washington: American National Standard, 2016.
[24] 蒋庆, 叶献国, 章益民, 等. 高强钢筋高强混凝土预应力梁抗裂性能试验研究[J]. 建筑结构学报, 2014, 35(12): 51-57. (Jiang Qing, Ye Xianguo, Zhang Yimin, et al. Experimental research on cracking resistance of prestressed high-strength reinforced concrete beams[J]. Journal of Building Structures, 2014, 35(12): 51-57. (in Chinese))
[25] Sohel K M A, Richard Liew J Y. Steel-Concrete-Steel sandwich slabs with lightweight core — Static performance[J]. Engineering Structures, 2011, 33(3): 981-992.
[26] 郭宇韬. 双钢板组合沉管隧道结构受力机理及设计方法研究[D]. 北京: 清华大学, 2020. (Guo Yutao. Research on mechanical behaviors and design methods of steel-concrete-steel immersed tunnel composite structures[D]. Beijing: Tsinghua University, 2020. (in Chinese))
[27] 钟祖良,熊一丹,张绍炜,等.新型预应力钢筒混凝土顶管受力特征试验研究[J].地下空间与工程学报,2022,18(5):1623-1629.(Zhong Zuliang,Xiong Yidan,Zhang Shaowei,et al.Prototype test research on axial load-bearing characteristics of new jacking prestressed concrete cylinder pipe[J].Chinese Journal of Underground Space and Engineering,2022,18(5):1623-1629.(in Chinese))
[28] Marimuthu V, Seetharaman S, Arul J S, et al. Experimental studies on composite deck slabs to determine the shear-bond characteristic (m-k) values of the embossed profiled sheet[J]. Journal of Constructional Steel Research, 2007, 63(6): 791-803.
[29] 王宁, 闫敬良, 刘晓刚, 等. 装配式钢—混组合梁的抗剪连接性能研究[J]. 工业建筑, 2022, 52(9): 121-128. (Wang Ning, Yan Jingliang, Liu Xiaogang, et al. Research on shear connection performance of prefabricated steel-concrete composite beams[J]. Industrial Construction, 2022, 52(9): 121-128. (in Chinese))
[30] 聂建国. 钢—混凝土组合结构桥梁[M]. 北京: 人民交通出版社,2011. (Nie Jianguo. Steel-Concrete Composite Bridges[M]. Beijing: China Communication Press, 2011. (in Chinese))
[31] European Committee for Standardization. Eurocode 4: Design of Composite Steel and Concrete Structures-Part1-1 (EN 1994-1-1:2004 (E))[S]. Brussels: European Standard, 2004.