中文

Paper Publications

[16] Lifecycle cost and performance analysis for repair of concrete tunnels. 2017.
[17] J.H. Wang. A. Koizumi.(2017).Experimental study on the buckling mechanism of encased pipe under external pressure and the effects of backfilling defects. Engineering structure，151,44-56.. 2017.
[18] Wang J. H，Tanaka H.，Sugiyama H., Nakaya K. and Koizumi A. (2017). Effects of Bending Nonlinearity of RC Segment on Lining Design and Proposal of Modified Design Method. Proceedings of the 9th Japan-China Conference on Shield-driven Tunneling in 2017/ SAPPORO.© 2017, Sanwa Tokyo, ISBN978-4-9909712-1-2.. 2017.
[19] Wang J. H，Tanaka H.，Sugiyama H. , Iida K., Matsumoto M. and Koizumi A. (2017). Experimental Study on Bending Nonlinearities of Reinforced Concrete Segment. Proceedings of the 9th Japan-China Conference on Shield-driven Tunneling in 2017/ SAPPORO, Japan© 2017, Sanwa Tokyo, ISBN978-4-9909712-1-2.. 2017.
[20] J.H. Wang, A. Koizumi, et al. (2017). Experimental study on the buckling of internal liner of water tunnel ，JSCE Journal F1 (Tunnel Engineering), Vol.73,No.2,59-70.. 2017.
[21] J.H. Wang, M. Nakano, et al.(2016). Performance evaluation of reinforced concrete tunnel suffering chloride attack. The Fifth International Symposium on Life -Cycle Civil Engineering, IALCCE2016, Deft. ( Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure – Bakker, Frangopol & van Breugel (Eds)© 2017 Taylor & Francis Group, London, ISBN 978-1-138-02847-0.. 2016.
[22] Wang J. H., Koizumi A. and Tanaka H. (2016). Framework for maintenance and management of shield tunnel using strength performance and life-cycle cost as indicators. Structure and Infrastructure Engineering. 13-1，44-54. 2016.
[23] Zhang W.J., Wang J.H.,et al.（2016）. Numerical analysis of DRC segment under inner water pressure based on full-scale test verification for shield tunnel.·Tunnelling and Underground Space Technology. 56, 157–167. 2016.
[24] Wang, J. H., Koizumi, A., & Yuan, D. J. (2016). Theoretical and numerical analyses of hydrostatic buckling of a noncircular composite liner with arched invert. Thin-Walled Structures, 102, 148-157.. 2016.
[25] Structural Analysis Theories of Composite Pipes as Semi-Composite Structure in Sewer Renovation: Design Theories and Case Studies. 2016.
[26] Wang J.H., Tanaka H.,et al.(2015). Transverse seismic analysis of shield tunnel lining in multi-layered soft ground using different methods. Proceeding of 6th International Conference on Earthquake Geotechnical Engineering, Nov. 1-4, 2015, Christchurch, New Zealand.. 2015.
[27] Wang J.H., Tanaka H. and Koizumi A. (2015). Tunnel technology for developing sustainable infrastructures– Part 1 Maintenance and management－.Proceedings of the 8th China-Japan Conference on Shield-driven Tunneling, Nanjing, 398-407.. 2015.
[28] Wang J. H，Tanaka H.，and Koizumi A. (2011). Development of numerical analysis technology for maintenance of shield tunnel. 6th Japan-China Conference on Shield-driven Tunneling in 2011. NAGAOKA,1-8, ISBN 9784 990264512. DSI. Tokyo.. 2011.
[29] Wang J. H.(2010). Global Warming and urban Infrastructure construction from an engineer’s perspective. The 38th SGRA Forum Better City, Better Life - Energy Situation of Cities/Buildings and Lifestyle in East Asia, Tateshina, 65-73.. 2010.
[30] Wang J. H., & Koizumi A. (2010). Buckling of cylindrical shells with longitudinal joints under external pressure. Thin-Walled Structures, 48(12), 897-904.. 2010.

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