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1-7 of 7
Keywords: failures
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Journal Articles
Pezhman Taherei Ghazvinei, MEngSc, PhD(Civ.), TAU, IAUA, UPM, Junaidah Ariffin, PEng, CPESC, Thamer Ahmed Mohammad, MGWA, MINCID, Seyed Ata Amini, MEngSc, PhD(Civ.), IUT, TMU, UPM, Masoud Aghajani Mir, PhD(Civ.), UKM, Sanaz Saheri, PhD(Civ.), UKM, Shokoufeh Ansarimoghaddam, PhD, RIAU, SRBIAU, UPM, DIAU
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2016) 169 (1): 39–53.
Published: 07 March 2015
... safely. Scouring at the contracted section of approaching flow is a significant cause of bridge abutment failure. The main objective of this study was to estimate the geometry of the equilibrium contraction scour at a protruding abutment bridge in the compound channel, using parametric analysis (PA...
Journal Articles
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2015) 168 (3): 218–231.
Published: 12 September 2014
... an understanding of the anatomy of the partial failure. Following the investigation, the mystery of the Izbor viaduct was revealed. 08 03 2013 11 07 2014 ICE Publishing: All rights reserved 2015 bridges failures stress analysis The Izbor viaduct is one of the structures along...
Journal Articles
Rui-Juan Jiang, BEng, MEng, PhD, Francis Tat Kwong Au, BSc(Eng), MSc(Eng), PhD, MICE, FIStruct-E, FHKIE, CEng, Qi-Ming Wu, BEng, MEng
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2013) 166 (3): 193–204.
Published: 04 April 2013
... are damaged thereby causing local failure, the through-arch bridge will not be endangered and will still maintain reasonable overall load-carrying capacity so that the necessary emergency measures can be taken. Each hanger of a through-arch bridge is anchored to the arch rib at one end and a transverse...
Journal Articles
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2011) 164 (2): 75–80.
Published: 01 June 2011
... imposed by marching troops, Montrose and Yarmouth failed when crowds rushed from one side to the other to watch events passing beneath. It was found that both the failures caused by troops were at the suspension anchorages. Those caused by asymmetric crowd loading were in the main chains at badly forge...
Journal Articles
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2005) 158 (3): 117–128.
Published: 01 September 2005
...S. M. Wong, PhD, DIC; C. J. Onof, PhD, DIC, FSS; R. E. Hobbs, PhD, DSc(Eng), FICE, FIStructE One of the key factors in evaluating the risk level of a structure such as a bridge should be an examination of the failure consequences, considering that the risk equals the probability of failure times...
Journal Articles
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2004) 157 (4): 187–192.
Published: 01 December 2004
... that the evidence to support it is weak. 03 12 2003 19 04 2004 © 2004 Thomas Telford Ltd 2004 bridges failures railway systems For this study a three-dimensional skeletal frame element model of one of the support piers of the original navigation spans was established. The following...
Journal Articles
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2004) 157 (3): 171–174.
Published: 01 September 2004
... aged from 1908 to the 1990s. It was found that only 45% of the repairs were reported as being wholly successful when last inspected. Perceived causes of failures are considered and ways of making more durable repairs are outlined. The ages of repairs and their respective performances are shown...
