Keyword Index

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]

V