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journal of rehabilitation in civil engineering
  
سال:2019 - دوره:7 - شماره:4
  
 
comparison of progressive collapse capacity of steel moment resisting frames and dual systems with buckling retrained braces
- صفحه:37-56
  
 
compressive strength prediction using the ann method for frp confined rectangular concrete columns
- صفحه:134-153
  
 
effect of degradation on collapse margin ratio of steel moment frames
- صفحه:168-179
  
 
effect of type and distribution of shear studs on the behavior of composite steel-concrete shear walls
- صفحه:154-167
  
 
estimation of the elastic properties of important calcium silicate hydrates in nano scale - a molecular dynamics approach
- صفحه:18-36
  
 
experimental and fdm study on geogrid-soil interaction by reformed direct shear test apparatus
- صفحه:72-87
  
 
experimental strengthening of the two-way reinforced concrete slabs with high performance fiber reinforced cement composites (hpfrcc) prefabricated sheets
- صفحه:1-17
  
 
investigation of the distribution of cumulative ductility demand parameter in various stories of buckling restrained braced frames
- صفحه:100-113
  
 
numerical study on the flexural behaviour of concrete beams reinforced by gfrp bars
- صفحه:88-99
  
 
performance based seismic rehabilitation of steel structures with different types of shear walls
- صفحه:180-193
  
 
seismic evaluation of flexible-base low-rise steel frames using beam-on-nonlinear-winkler-foundation modeling of shallow footings
- صفحه:57-71
  
 
selection of optimal intensity measure for seismic assessment of steel buckling restrained braced frames under near-fault ground motions
- صفحه:114-133
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