-
1
-
-
0017696247
-
Local scour around cylindrical piers
-
Breusers, H.N.C., Nicollet, G and Shen, H.W. (1977), "Local scour around cylindrical piers", J. Hydraul. Res., IAHR, 15(3), 211-252.
-
(1977)
J. Hydraul. Res., IAHR
, vol.15
, Issue.3
, pp. 211-252
-
-
Breusers, H.N.C.1
Nicollet, G.2
Shen, H.W.3
-
2
-
-
0028401575
-
Monte Carlo simulation for correlated variables with marginal distribution
-
Chang, C., Tung, Y. and Yang, J. (1994), "Monte Carlo simulation for correlated variables with marginal distribution", J. Hydraul. Eng., 120(3), 313-331.
-
(1994)
J. Hydraul. Eng
, vol.120
, Issue.3
, pp. 313-331
-
-
Chang, C.1
Tung, Y.2
Yang, J.3
-
3
-
-
0035397633
-
Case study: New Zealand bridge scour experiences
-
Coleman, S.E. and Melville, B.W. (2001), "Case study: New Zealand bridge scour experiences", J. Hydraul. Eng., ASCE, 127(7), 535-546.
-
(2001)
J. Hydraul. Eng., ASCE
, vol.127
, Issue.7
, pp. 535-546
-
-
Coleman, S.E.1
Melville, B.W.2
-
5
-
-
33748653190
-
-
American Society of Civil Engineers ASCE, N.Y
-
Huber, F. (1991), Updated Bridge Scour. American Society of Civil Engineers (ASCE), N.Y.
-
(1991)
Updated Bridge Scour
-
-
Huber, F.1
-
6
-
-
0026931120
-
Reliability-based pier scour engineering
-
Johnson, P.A. (1992), "Reliability-based pier scour engineering", J. Hydraul. Eng., ASCE, 118(10), 1344-1358.
-
(1992)
J. Hydraul. Eng., ASCE
, vol.118
, Issue.10
, pp. 1344-1358
-
-
Johnson, P.A.1
-
7
-
-
0026878595
-
Assessing time-variant bridge reliability due to pier scour
-
Johnson, P.A. and Ayyub, B.M. (1992), "Assessing time-variant bridge reliability due to pier scour", J. Hydraul. Eng., ASCE, 118(6), 887-136.
-
(1992)
J. Hydraul. Eng., ASCE
, vol.118
, Issue.6
, pp. 887-136
-
-
Johnson, P.A.1
Ayyub, B.M.2
-
8
-
-
85036963961
-
-
Joint Committee on Structural Safety JCSS
-
Joint Committee on Structural Safety (JCSS). http://www.jcss.ethz.ch/.
-
-
-
-
9
-
-
33748659702
-
Scour around bridge piers
-
India International Centre, New Delhi, India
-
Kothyari, U.C. (2003), "Scour around bridge piers", Proceedings, Workshop on Bridge Scour, River Training and Protection Works, India International Centre, New Delhi, India.
-
(2003)
Proceedings, Workshop on Bridge Scour, River Training and Protection Works
-
-
Kothyari, U.C.1
-
10
-
-
0024088722
-
Design method for local scour at bridge piers
-
Melville, B.W. and Sutherland, A.J. (1988), "Design method for local scour at bridge piers", J. Hydraul. Eng., ASCE, 114(10), 1210-1226.
-
(1988)
J. Hydraul. Eng., ASCE
, vol.114
, Issue.10
, pp. 1210-1226
-
-
Melville, B.W.1
Sutherland, A.J.2
-
11
-
-
0031080348
-
Pier and abutment scour: Integrated approach
-
Melville, B.W. (1997), "Pier and abutment scour: integrated approach", J. Hydraul. Eng., ASCE, 123(2), 125-136.
-
(1997)
J. Hydraul. Eng., ASCE
, vol.123
, Issue.2
, pp. 125-136
-
-
Melville, B.W.1
-
12
-
-
0004183291
-
-
Water Resources Publications, Littleton, Colorado
-
Melville, B.W. and Coleman, S.E. (2000), Bridge Scour. Water Resources Publications, Littleton, Colorado.
-
(2000)
Bridge Scour
-
-
Melville, B.W.1
Coleman, S.E.2
-
13
-
-
0039696527
-
Characteristics of horseshoe vortex at cylindrical bridge piers
-
Ph.D. thesis, Indian Institute of Technology, Kanpur, India
-
Muzzammil, M. (1992), "Characteristics of horseshoe vortex at cylindrical bridge piers", Ph.D. thesis, Indian Institute of Technology, Kanpur, India.
-
(1992)
-
-
Muzzammil, M.1
-
14
-
-
0038501075
-
The mean characteristics of horseshoe vortex at a cylindrical pier
-
Muzzammil, M. and Gangadhariah, T. (2003), "The mean characteristics of horseshoe vortex at a cylindrical pier", J. Hydraul. Res., IAHR, 41(3), 285-297.
-
(2003)
J. Hydraul. Res., IAHR
, vol.41
, Issue.3
, pp. 285-297
-
-
Muzzammil, M.1
Gangadhariah, T.2
-
15
-
-
85036976062
-
An experimental investigations of bridge pier induced horse shoe vertex
-
Institution of Civil Engineers, London, U.K
-
Muzzammil, M., Gangadhariah, T. and Gupta, A.K. (2004), "An experimental investigations of bridge pier induced horse shoe vertex", Water Management, Institution of Civil Engineers, London, U.K.
-
(2004)
Water Management
-
-
Muzzammil, M.1
Gangadhariah, T.2
Gupta, A.K.3
-
17
-
-
0003455934
-
Evaluating scour at bridges
-
HEC-18, FHWA, US Department of Transportation, Washington, DC
-
Richaradson, E.V., Harison, J.R. and Davis, R. (1993), "Evaluating scour at bridges", Hydraulic Engineering Circular, No. 18 (HEC-18), FHWA, US Department of Transportation, Washington, DC.
-
(1993)
Hydraulic Engineering Circular
, Issue.18
-
-
Richaradson, E.V.1
Harison, J.R.2
Davis, R.3
-
18
-
-
0033706803
-
Reliability analysis against progressive failure of TLP tethers in extreme tension
-
Siddiqui, N.A. and Ahmad, S. (2000), "Reliability analysis against progressive failure of TLP tethers in extreme tension", Reliab. Eng. Syst. Safe., 68, 195-205.
-
(2000)
Reliab. Eng. Syst. Safe
, vol.68
, pp. 195-205
-
-
Siddiqui, N.A.1
Ahmad, S.2
-
19
-
-
0035342026
-
Fatigue and fracture reliability of TLP tethers under random loading
-
Siddiqui, N.A. and Ahmad, S. (2001), "Fatigue and fracture reliability of TLP tethers under random loading", Marine Struct., 14, 331-352.
-
(2001)
Marine Struct
, vol.14
, pp. 331-352
-
-
Siddiqui, N.A.1
Ahmad, S.2
-
20
-
-
0041695662
-
Reliability of TLP tethers under extreme tensions
-
Siddiqui, N.A. and Ahmad, S. (2003), "Reliability of TLP tethers under extreme tensions", Struct. Eng. Mech., 16(3), 317-326.
-
(2003)
Struct. Eng. Mech
, vol.16
, Issue.3
, pp. 317-326
-
-
Siddiqui, N.A.1
Ahmad, S.2
-
21
-
-
0032078363
-
Problems and solution strategies in reliability updating
-
Sindel, R. and Rackwitz, R. (1998), "Problems and solution strategies in reliability updating", J. Offshore Mech. Arctic Eng, 120, 109-114.
-
(1998)
J. Offshore Mech. Arctic Eng
, vol.120
, pp. 109-114
-
-
Sindel, R.1
Rackwitz, R.2
-
22
-
-
0037274672
-
Reliability simulation of Scouring downstream of outlet facilities
-
Yanmaz, A.M. (2003), "Reliability simulation of Scouring downstream of outlet facilities", Turkish J. Eng. Environ. Sci., 27, 65-71.
-
(2003)
Turkish J. Eng. Environ. Sci
, vol.27
, pp. 65-71
-
-
Yanmaz, A.M.1
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