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scientia iranica
  
سال:2012 - دوره:19 - شماره:6
  
 
An efficient new iterative method for oscillator differential equation
- صفحه:1473-1477
  
 
Application of a high-resolution scheme in simulation of flow in curved channel using boundary-fitted curvilinear coordinates
- صفحه:1463-1472
  
 
Bearing failure modes of rock foundations with consideration of joint spacing
- صفحه:1411-1421
  
 
Collocated discrete least squares (CDLS) meshless method for the stream function-vorticity formulation of 2D incompressible NavierStokes equations
- صفحه:1422-1430
  
 
Consolidated undrained behavior of gravelly materials
- صفحه:1391-1410
  
 
Employing Cantor sets for earthquake time series analysis in two zones of western Turkey
- صفحه:1456-1462
  
 
Local scour due to free fall jets in non-uniform sediment
- صفحه:1437-1444
  
 
Plastic hinge length of FRP strengthened reinforced concrete columns subjected to both far-fault and near-fault ground motions
- صفحه:1365-1378
  
 
Seismic responses of arch dams due to non-uniform ground motions
- صفحه:1431-1436
  
 
System identification in structural engineering
- صفحه:1355-1364
  
 
Theoretical analysis and experimental research on toggle-brace-damper system considering different installation modes
- صفحه:1379-1390
  
 
Wavelet neural network model for reservoir inflow prediction
- صفحه:1445-1455
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