Port and Harbor Design References 709
Part C | 31
31.5 Notation
A kj vessel frequency-dependent added mass coefficient matrix
B kj vessel frequency-dependent damping coefficient
matrix
C c
berth configuration factor
C e
eccentricity factor during berthing
C kj hydrodynamic restoring force matrix
C m added mass factor of vessel
C s
softness factor during berthing
DWT deadweight tonnage of a ship, total carrying capacity
F ax x-direction component of total applied load on
vessel due to wind and current
F ay y-direction component of total applied load on
vessel due to wind and current
F x
x-direction component of forces exerted on vessel by mooring lines
F y
y-direction component of forces exerted on vessel by mooring lines
LBP length between the perpendicular sides of a vessel
LOA length overall of a ship
M
vessel mass
m kj vessel-frequency-independent added mass coefficient matrix and can be obtained from equation
below
M xy yaw moment on vessel due to load in mooring
lines
M xya yaw moment on vessel due to applied wind and
current loads
SPM single point mooring
TEU twenty foot equivalent unit container
V
vessel approach velocity
x j
vessel displacement or rotation in surge, sway,
heave, roll, pitch, and yaw
!
wave frequency [rad=s]
F
other
k
all other external forces and mooring constraints.
F
wave
k
wave-induced excitations (force or moment)
References
31.1
Working Group II-30 PIANC-IAPH: Approach Channels: A Guide for Design, Final Report (PIANC, Brussels 1997)
31.2
British Standards Institute: Maritime Structures.
Code of Practice for Design of Fendering and Mooring Systems, BS 6349-4 (BSI, London 1994)
31.3
B.L. McCartney, L.L. Ebner, L.Z. Hales, E.E. Nelson
(Eds.): Ship Channel Design and Operation (ASCE,
Reston 2005) p. 272
31.4
PIANC-IAPH: Joint PIANC-IAPH Report on Approach
Channels – Preliminary Guidelines (Volume 1) (PIANC, Brussels 1995)
31.5
IALA ANM Committee: Aids to Navigation Manual (IALA NAVGUIDE) (IALA-AISM, Saint-Germainen-Laye 2010) p. 190
31.6
U.S. Army Corp of Engineers: Coastal Engineering
Manual – Part VI, EM-1110-2-1100 (U.S. Army Corp
of Engineers, Washington 2002)
31.7
U.S. Army Corp of Engineers: Design of Coastal
Revetments, Seawalls and Bulkheads, EM 1110-21614 (U.S. Army Corp of Engineers, Washington
1995)
31.8
U.S. Army Corp of Engineers: Design of Sheet
Pile Cellular Structures, Cofferdams and Retaining
Structures, EM 1110-2-2503 (U.S. Army Corp of Engineers, Washington 1989)
31.9
U.S. Army Corp of Engineers: Design of Sheet Pile
Walls, EM 1110-2-2504 (U.S. Army Corp of Engineers,
Washington 1994)
31.10 United States Steel: USS Steel Sheet Piling Design
Manual (U.S. Department of Transportation, Washington 1984)
31.11 R. Heger: Dockmaster’s Training Manual (Heger Dry
Dock, Holliston 2005)
31.12 Design: Piers and Wharves UFC 4-752-01 (Department of Defense, Washington DC 2005)
31.13 Naval Facilities Engineering Command: Marine
Railways, MIL-HDBK-1029/2 (Department of the
Navy, Washington DC 1989)
31.14 M.W. LaNier, M. Wernli, R. Easley, P.S. Springston:
New technologies proven in precast concrete modular floating pier for U.S. Navy, PCI J. 50(4), 76–99
(2005)
31.15 American Bureau of Shipping: Rules for Building
and Classing Single Point Moorings (ABS, Houston
2014)
31.16 Naval Facilities Engineering Command: Design:
Moorings, UFC 4-159-03 (Department of Defense,
Washington DC 2005)
31.17 F.V. Costa: Dynamics of berthing impacts. In: NATO
Advanced Study Institute on Analytical Treatment
of Problems in the Berthing and Mooring of Ships,
(NATO Advanced Study Institute, Wallingford 1973)
31.18 P. Lacey, P.D. Stebbings, P. Vallander, H.W. Vollstedt,
H.W. Thoresen, M.L. Broeken, S. Meijer, A.G. Traffers, S. Uda, M. Tartaglini, M. Faeth, J.E.P. Serras,
C.S.S. Hill, C.N. van Schaik, H. Smitz, J. Villaneuve,
J. Uzcanga, H.F. Burcharth, P. Acton, P. Levreton:
Guidelines for the Design of Fender Systems: 2002
(PIANC General Secretariat, Brussels 2002)
31.19 Y. Akahura, H. Takahashi: Ship Dimensions of Design Ship Under Given Confidence Limits (The Port
and Harbour Research Institute, Ministry of Transport, Japan, Kanagawa 1998)
Part C | 31
31.5 Notation
A kj vessel frequency-dependent added mass coefficient matrix
B kj vessel frequency-dependent damping coefficient
matrix
C c
berth configuration factor
C e
eccentricity factor during berthing
C kj hydrodynamic restoring force matrix
C m added mass factor of vessel
C s
softness factor during berthing
DWT deadweight tonnage of a ship, total carrying capacity
F ax x-direction component of total applied load on
vessel due to wind and current
F ay y-direction component of total applied load on
vessel due to wind and current
F x
x-direction component of forces exerted on vessel by mooring lines
F y
y-direction component of forces exerted on vessel by mooring lines
LBP length between the perpendicular sides of a vessel
LOA length overall of a ship
M
vessel mass
m kj vessel-frequency-independent added mass coefficient matrix and can be obtained from equation
below
M xy yaw moment on vessel due to load in mooring
lines
M xya yaw moment on vessel due to applied wind and
current loads
SPM single point mooring
TEU twenty foot equivalent unit container
V
vessel approach velocity
x j
vessel displacement or rotation in surge, sway,
heave, roll, pitch, and yaw
!
wave frequency [rad=s]
F
other
k
all other external forces and mooring constraints.
F
wave
k
wave-induced excitations (force or moment)
References
31.1
Working Group II-30 PIANC-IAPH: Approach Channels: A Guide for Design, Final Report (PIANC, Brussels 1997)
31.2
British Standards Institute: Maritime Structures.
Code of Practice for Design of Fendering and Mooring Systems, BS 6349-4 (BSI, London 1994)
31.3
B.L. McCartney, L.L. Ebner, L.Z. Hales, E.E. Nelson
(Eds.): Ship Channel Design and Operation (ASCE,
Reston 2005) p. 272
31.4
PIANC-IAPH: Joint PIANC-IAPH Report on Approach
Channels – Preliminary Guidelines (Volume 1) (PIANC, Brussels 1995)
31.5
IALA ANM Committee: Aids to Navigation Manual (IALA NAVGUIDE) (IALA-AISM, Saint-Germainen-Laye 2010) p. 190
31.6
U.S. Army Corp of Engineers: Coastal Engineering
Manual – Part VI, EM-1110-2-1100 (U.S. Army Corp
of Engineers, Washington 2002)
31.7
U.S. Army Corp of Engineers: Design of Coastal
Revetments, Seawalls and Bulkheads, EM 1110-21614 (U.S. Army Corp of Engineers, Washington
1995)
31.8
U.S. Army Corp of Engineers: Design of Sheet
Pile Cellular Structures, Cofferdams and Retaining
Structures, EM 1110-2-2503 (U.S. Army Corp of Engineers, Washington 1989)
31.9
U.S. Army Corp of Engineers: Design of Sheet Pile
Walls, EM 1110-2-2504 (U.S. Army Corp of Engineers,
Washington 1994)
31.10 United States Steel: USS Steel Sheet Piling Design
Manual (U.S. Department of Transportation, Washington 1984)
31.11 R. Heger: Dockmaster’s Training Manual (Heger Dry
Dock, Holliston 2005)
31.12 Design: Piers and Wharves UFC 4-752-01 (Department of Defense, Washington DC 2005)
31.13 Naval Facilities Engineering Command: Marine
Railways, MIL-HDBK-1029/2 (Department of the
Navy, Washington DC 1989)
31.14 M.W. LaNier, M. Wernli, R. Easley, P.S. Springston:
New technologies proven in precast concrete modular floating pier for U.S. Navy, PCI J. 50(4), 76–99
(2005)
31.15 American Bureau of Shipping: Rules for Building
and Classing Single Point Moorings (ABS, Houston
2014)
31.16 Naval Facilities Engineering Command: Design:
Moorings, UFC 4-159-03 (Department of Defense,
Washington DC 2005)
31.17 F.V. Costa: Dynamics of berthing impacts. In: NATO
Advanced Study Institute on Analytical Treatment
of Problems in the Berthing and Mooring of Ships,
(NATO Advanced Study Institute, Wallingford 1973)
31.18 P. Lacey, P.D. Stebbings, P. Vallander, H.W. Vollstedt,
H.W. Thoresen, M.L. Broeken, S. Meijer, A.G. Traffers, S. Uda, M. Tartaglini, M. Faeth, J.E.P. Serras,
C.S.S. Hill, C.N. van Schaik, H. Smitz, J. Villaneuve,
J. Uzcanga, H.F. Burcharth, P. Acton, P. Levreton:
Guidelines for the Design of Fender Systems: 2002
(PIANC General Secretariat, Brussels 2002)
31.19 Y. Akahura, H. Takahashi: Ship Dimensions of Design Ship Under Given Confidence Limits (The Port
and Harbour Research Institute, Ministry of Transport, Japan, Kanagawa 1998)