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Article

Wang, J. , Tomor, A. , Melbourne, C. and Yousif, S. (2013) Critical review of research on high-cycle fatigue behaviour of brick masonry. Construction and Building Materials, 38. pp. 602-609. ISSN 0950-0618

Wang, J. and Melbourne, C. (2010) Mechanics behind the MEXE method for masonry arch assessment. Engineering and Computational Mechanics, 163 (3). pp. 187-202. ISSN 1755-0777

Melbourne, C. , Wang, J. and Tomor, A. (2007) A new masonary arch bridge assessment strategy (SMART). Institution of Civil Engineers (ICE), Bridge Engineering, 160 (2). pp. 81-87. ISSN 1478-4637

Monograph

Wang, J. , Melbourne, C. , Gilbert, M. and Smith, C. (2010) Review of assessment methods for masonry arch highway bridges. Project Report. County Surveyor Society.

Conference or Workshop Item

Wang, J. , Melbourne, C. and Tomor, A. (2010) Development of Pippard's elastic method for the assessment of short span masonry arch bridges. In: ARCH'10 - Proceedings of the 6th International Conference on Arch Bridges, Fuzhou, China, 2010.

Tomor, A. and Wang, J. (2010) Fracture development process for masonry under static and fatigue loading. In: ARCH'10 - Proceedings of the 6th International Conference on Arch Bridges, Fuzhou, China, 2010.

Tomor, A. and Wang, J. (2010) Fracture process and effects of loading frequency on masonry arch bridges. In: Proceedings of the 8th International Masonry Conference, Dresden, Germany, 2010.

Wang, J. , Tomor, A. and Melbourne, C. (2010) High cycle fatigue behaviour of brick masonry: A review. In: 8th International Masonry Conference, Dresden, Germany, 2010., pp. 1101-1112

Wang, J. and Tomor, A. (2010) Investigation of MEXE method for the assessment of short span masonry arch bridges. In: ARCH'10- 6th International Conference on Arch Bridges, Fuzhou, China, 2010.

Wang, J. , Melbourne, C. and Tomor, A. (2010) The theoretical basis of the MEXE method for masonry arch assessment. In: 8th International Masonry Conference, Dresden, Germany, 2010., pp. 207-216

Tomor, A. and Wang, J. (2005) Modes of failure of multi-ring masonry arches under fatigue loading. In: Proceedings of the Bridge Management Five Conference, UK, 2005., pp. 476-483