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   journal of rehabilitation in civil engineering   
سال:2019 - دوره:7 - شماره:4


  tick  comparison of progressive collapse capacity of steel moment resisting frames and dual systems with buckling retrained braces - صفحه:37-56

  tick  compressive strength prediction using the ann method for frp confined rectangular concrete columns - صفحه:134-153

  tick  effect of degradation on collapse margin ratio of steel moment frames - صفحه:168-179

  tick  effect of type and distribution of shear studs on the behavior of composite steel-concrete shear walls - صفحه:154-167

  tick  estimation of the elastic properties of important calcium silicate hydrates in nano scale - a molecular dynamics approach - صفحه:18-36

  tick  experimental and fdm study on geogrid-soil interaction by reformed direct shear test apparatus - صفحه:72-87

  tick  experimental strengthening of the two-way reinforced concrete slabs with high performance fiber reinforced cement composites (hpfrcc) prefabricated sheets - صفحه:1-17

  tick  investigation of the distribution of cumulative ductility demand parameter in various stories of buckling restrained braced frames - صفحه:100-113

  tick  numerical study on the flexural behaviour of concrete beams reinforced by gfrp bars - صفحه:88-99

  tick  performance based seismic rehabilitation of steel structures with different types of shear walls - صفحه:180-193

  tick  seismic evaluation of flexible-base low-rise steel frames using beam-on-nonlinear-winkler-foundation modeling of shallow footings - صفحه:57-71

  tick  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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