A
-
Atrak watershed
The estimation of one day duration probable maximum precipitation over atrak watershed in Iran [Volume 32, Issue 2, 2008, Pages 175-179]
B
-
Bearing capacity
Seismic 3D bearing capacity analysis of shallow foundations [Volume 32, Issue 2, 2008, Pages 175-179]
-
Bearing capacity
Bearing capacity of driven piles in sands from SPT–applied to 60 case histories [Volume 32, Issue 2, 2008, Pages 125-140]
C
-
Castellated beam
Lateral-torsional buckling of castellated beams [Volume 32, Issue 2, 2008, Pages 153-156]
-
Composite
Nonlinear finite element analysis of composite RC shear walls [Volume 32, Issue 2, 2008, Pages 79-89]
-
Critical excitation
Modified non-stationary critical input excitation by a design oriented objective function [Volume 32, Issue 5, 2008, Pages 471-490]
D
-
Drop
Characteristics of subcritical flow over vertical drops with sloping aprons [Volume 32, Issue 5, 2008, Pages 531-542]
E
-
Element size effect
The effect of element size and plastic hinge characteristics on nonlinear analysis of RC frames [Volume 32, Issue 5, 2008, Pages 451-470]
F
-
FRP
Nonlinear finite element analysis of composite RC shear walls [Volume 32, Issue 2, 2008, Pages 79-89]
G
-
GFRP wraps
Retrofit of slender square reinforced concrete columns with glass fiber-reinforced polymer for seismic resistance [Volume 32, Issue 5, 2008, Pages 437-450]
-
GPS
Success rate estimation of the GPS ambiguity resolution techniques using real and synthetic data, case study: comparison of the lambda and KTH [Volume 32, Issue 5, 2008, Pages 519-530]
-
Green-Ampt infiltration equation
Green and Ampt infiltration equation: comparison of two analytic direct methods [Volume 32, Issue 5, 2008, Pages 557-561]
H
-
Hydraulic structures
Characteristics of subcritical flow over vertical drops with sloping aprons [Volume 32, Issue 5, 2008, Pages 531-542]
I
-
Iran
The estimation of one day duration probable maximum precipitation over atrak watershed in Iran [Volume 32, Issue 2, 2008, Pages 175-179]
K
-
KTH
Success rate estimation of the GPS ambiguity resolution techniques using real and synthetic data, case study: comparison of the lambda and KTH [Volume 32, Issue 5, 2008, Pages 519-530]
L
-
LAMBDA
Success rate estimation of the GPS ambiguity resolution techniques using real and synthetic data, case study: comparison of the lambda and KTH [Volume 32, Issue 5, 2008, Pages 519-530]
M
-
Modeling
Modeling of vertical movements of buildings with Mat foundation [Volume 32, Issue 5, 2008, Pages 543-548]
-
MP
The estimation of one day duration probable maximum precipitation over atrak watershed in Iran [Volume 32, Issue 2, 2008, Pages 175-179]
N
-
Numerical modeling
2-D and 3-D analyses of underground openings in an inhomogeneous rock mass [Volume 32, Issue 2, 2008, Pages 161-166]
O
-
Optimization
Modified non-stationary critical input excitation by a design oriented objective function [Volume 32, Issue 5, 2008, Pages 471-490]
P
-
Persian Gulf
Vertex base unstructured finite volume solution of depth averaged turbulent tidal currents on 3D bed [Volume 32, Issue 5, 2008, Pages 563-570]
-
Pile
Bearing capacity of driven piles in sands from SPT–applied to 60 case histories [Volume 32, Issue 2, 2008, Pages 125-140]
-
Powerhouse cavern
2-D and 3-D analyses of underground openings in an inhomogeneous rock mass [Volume 32, Issue 2, 2008, Pages 161-166]
R
-
RC
Nonlinear finite element analysis of composite RC shear walls [Volume 32, Issue 2, 2008, Pages 79-89]
-
Reinforced concrete frames
The effect of element size and plastic hinge characteristics on nonlinear analysis of RC frames [Volume 32, Issue 5, 2008, Pages 451-470]
S
-
Scaling parameter
Evaluation of scaling parameter to predict soil water characteristic curve using improved particle-size distribution [Volume 32, Issue 5, 2008, Pages 549-556]
-
Shell foundation
Experimental and numerical investigation of ultimate load capacity of shell foundations on reinforced and unreinforced sand [Volume 32, Issue 5, 2008, Pages 491-500]
-
Slender columns
Retrofit of slender square reinforced concrete columns with glass fiber-reinforced polymer for seismic resistance [Volume 32, Issue 5, 2008, Pages 437-450]
-
SPT
Bearing capacity of driven piles in sands from SPT–applied to 60 case histories [Volume 32, Issue 2, 2008, Pages 125-140]
-
Steel frames with infill walls
An experimental study on the behavior of infilled steel frames under reversed-cycling loading [Volume 32, Issue 2, 2008, Pages 157-160]
T
-
Tidal circulating flow
Vertex base unstructured finite volume solution of depth averaged turbulent tidal currents on 3D bed [Volume 32, Issue 5, 2008, Pages 563-570]
-
Time delay
Modified predictive optimal linear control of structures in seismic region [Volume 32, Issue 2, 2008, Pages 91-106]
U
-
Uplift force
Wave induced uplift forces acting on half-buried submarine pipeline in sandy seabed by numerical methods [Volume 32, Issue 2, 2008, Pages 141-151]
-
Urban traffic control
Design of a new urban traffic control system using modified ant colony optimization approach [Volume 32, Issue 2, 2008, Pages 167-173]
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