Items where Subject is "T Technology > TG Bridge engineering"

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Number of items at this level: 31.

Shenoi, R.A. and Moy, S.S. (eds.) (2002) Advanced polymer composites for structural applications in construction, London, UK, Thomas Telford, 544pp.

Temarel, P. and Hirdaris, S.E. (eds.) (2009) Hydroelasticity 2009: Hydroelasticity in Marine Technology, Southampton, UK, University of Southampton, 405pp.

Abdelatif, A.O., Owen, J.S. and Hussein, M.F.M. (2013) Re-anchorage of a ruptured tendon in bonded post-tensioned concrete beams: Model validation Key Engineering Materials, 569-570, pp. 302-309. (doi:10.4028/

Banks, J.R, Bloodworth, A.G., Knight, T. and Young, J. (2008) Integral bridges – development of a constitutive soil model for soil structure interaction At 2008 Structures Congress - Crossing Borders, Canada. 24 - 26 Apr 2008. 9 pp.

Banks, J.R, Knight, T, Young, J and Bloodworth, A.G. (2008) Modelling granular soil to predict pressures on integral bridge abutments At IABMAS 2008: Fourth International Conference on Bridge Maintenance, Safety and Management, Korea, Republic of. 13 - 17 Jul 2008. 8 pp.

Bewes, Oliver Guy (2005) The calculation of noise from railway bridges and viaducts University of Southampton, Insitute of Sound and Vibration Research, Doctoral Thesis , 206pp.

Bezuijen, A., Muller, G.U. and Wolters, G., (2005) Failure mechanisms for blockwork breakwaters Allsop, N.W.H (ed.) In Coastlines, Structures and Breakwaters 2005. Thomas Telford. 544 pp, pp. 121-131.

Carroll, S.P., Owen, J.S. and Hussein, M.F.M. (2010) Modelling crowd-bridge interaction with a discretely defined crowd At SECED Young Engineers Conference, United Kingdom. 04 Nov 2010.

Carroll, S.P., Owen, J.S. and Hussein, M.F.M. (2012) Modelling crowd-bridge dynamic interaction with a discretely defined crowd Journal of Sound and Vibration, 331, (11), pp. 2685-2709. (doi:10.1016/j.jsv.2012.01.025).

Carroll, S.P., Owen, J.S. and Hussein, M.F.M. (2012) A coupled biomechanical/discrete element crowd model of crowd-bridge dynamic interaction & application to the Clifton Suspension Bridge Engineering Structures, 49, pp. 58-75. (doi:10.1016/j.engstruct.2012.10.020).

Carroll, S.P., Owen, J.S. and Hussein, M.F.M. (2013) Reproduction of lateral ground reaction forces from visual marker data and analysis of balance response while walking on a laterally oscillating deck Engineering Structures, 49, pp. 1034-1047. (doi:10.1016/j.engstruct.2012.12.028).

Ciavarella, M., Demelio, G. and Hills, D.A. (2000) An analysis of rotating bending fretting fatigue tests using bridge specimens, fretting fatigue: current technologies and practices In, Hoeppner, David W., Chandrasekaran, V. and Elliott III, Charles B. (eds.) Fretting Fatigue: Current Technology and Practices. West Conshohocken, USA, American Society for Testing and Materials (ASTM) pp. 404-422. (doi:10.1520/STP14744S).

Clayton, C.R.I., Xu, M. and Bloodworth, A. (2006) A laboratory study of the development of earth pressure behind integral bridge abutments. Geotechnique, 56, (8), pp. 561-571. (doi:10.1680/geot.2006.56.8.561).

Clubley, S.K. (2015) Discussion: High-resolution sonars set to revolutionise bridge scour inspections Civil Engineering: proceedings of the Institution of Civil Engineers, 168, (CE2), pp. 57-59. (doi:10.1680/cien.2015.168.2.57).

Clubley, S.K., Manes, C. and Richards, D.J. (2014) High resolution sonars set to revolutionise bridge scour inspections. ICE Proceedings Civil Engineering, 168, (CE1) (doi:10.1680/cien.14.00033).

Clubley, S.K. and Winter, S.N. (2003) On the fatigue and fracture of site splice welds at the River Mardle Viaduct Engineering Failure Analysis, 10, (5), pp. 593-604. (doi:10.1016/S1350-6307(03)00022-0).

Deng, Jun and Lee, Marcus M.K. (2007) Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate Composite Structures, 78, (2), pp. 232-242. (doi:10.1016/j.compstruct.2005.09.004).

Herron, David (2009) Vibration of railway bridges in the audible frequency range University of Southampton, Institute of Sound and Vibration Research, Doctoral Thesis , 228pp.

Kargarnovin, M.H., Younesian, D., Thompson, D.J. and Jones, C.J.C. (2004) Nonlinear vibration and comfort analysis of high-speed trains moving over railway bridges In Proceedings of the 7th Biennial Conference on Engineering Systems Design and Analysis. Amercan Society of Mechanical Engineers..

Kumar, Manoj, Shenoi, R.A. and Cox, S.J. (2009) Experimental validation of modal strain energies based damage identification method for a composite sandwich beam Composites Science and Technology, 69, (10), pp. 1635-1643. (doi:10.1016/j.compscitech.2009.03.019).

Ming, Xu, Bloodworth, Alan. G. and Lee, Marcus. M.K. (2003) Numerical analysis of the embedded abutments of integral bridges At IABSE Symposium: Structures for high-speed railway transportation, Belgium. 27 - 29 Aug 2003. 7 pp, pp. 110-111.

Moy, S.S.J. (2007) An assessment of the suitability of wrought iron for strengthening using CFRP composites At Advanced Composites in Construction (ACIC 2007). 02 - 04 Apr 2007. , pp. 171-182.

Moy, S.S.J. and Bloodworth, A.G. (2007) Strengthening a steel bridge with CFRP composites Proceedings of the ICE - Structures and Buildings, 160, (2), pp. 81-93. (doi:10.1680/stbu.2007.160.2.81).

Müller, Gerald, Mach, Rüdiger and Kauppert, Klemens (2001) Mapping of bridge pier scour with projection Moiré Journal of Hydraulic Research, 39, (5), pp. 531-538.

Ntotsios, Evangelos, Karakostas, Christos, Lekidis, Vasilios, Panetsos, Panagiotis, Nikolaou, Ioannis and Papadimitriou, Costas (2008) Structural identification of Egnatia Odos bridges based on ambient and earthquake induced vibrations Bulletin of Earthquake Engineering, 7, (2), pp. 485-501. (doi:10.1007/s10518-008-9074-5).

Song, J., Xiong, Y. P. and Wang, X.P. (2001) Active control of bridge vibration under a moving load Zhendong Gongcheng Xuebao / Journal of Vibration Engineering, 14, pp. 83-85.

Xiong, J.J. and Shenoi, R.A. (2009) A durability model incorporating safe life methodology and damage tolerance approach to assess first inspection and maintenance period for structures Journal of Reliability Engineering and System Safety, 94, (8), pp. 1251-1258. (doi:10.1016/j.ress.2009.01.005).

Xiong, Y.P., Xing, J.T. and Price, W.G. (1999) An active control method using power flow for vehicle-bridge interaction systems Proceedings of the ASIA-Pacific Vibration Conference'99, Singapore: Nanyang Technological University, 2, pp. 1227-1232.

Xu, M., Clayton, C.R.I. and Bloodworth, A. (2010) A new type of integral bridge comprising geosynthetic-reinforced soil walls. Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M. and Watanabe, K. (2009). Geosynthetics International, IS Kyushu 2007 Special Issue, 16, No. 4, 301–326 Geosynthetics International, 17, (4), pp. 260-271. (doi:10.1680/gein.2010.17.4.260).

Xu, Ming, Clayton, Chris R.I. and Bloodworth, Alan G. (2007) The earth pressure behind full-height frame integral abutments supporting granular fill Canadian Geotechnical Journal, 44, (3), pp. 284-298. (doi:10.1139/T06-122).

Yap, Fook Liong (2011) The application of the discrete element method to integral bridge backfill University of Southampton, Faculty of Engineering and the Environment, Doctoral Thesis , 194pp.

This list was generated on Sat Jun 24 01:40:02 2017 BST.