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   scientia iranica   
سال:2019 - دوره:26 - شماره:6-A


  tick  a new method for eliminating membrane compliance in cyclic triaxial tests on gravelly soils - صفحه:3181-3195

  tick  a procedure for setting up a 180-degree sharp bend flume including construction and examinations with hydraulic structures - صفحه:3165-3180

  tick  adapted design of experiments for dimension decomposition-based meta-model in structural reliability analysis - صفحه:3060-3071

  tick  an effective approach to structural damage localization in flexural members based on generalized s-transform - صفحه:3125-3139

  tick  centrifuge modelling of monopiles subjected to lateral loading - صفحه:3109-3124

  tick  effect of cement grain size on the geotechnical properties of stabilized clay - صفحه:3196-3206

  tick  effect of frp strengthening on the shs brace collapse mechanism - صفحه:3072-3084

  tick  evaluation of shear strength parameters of granulated waste rubber using artificial neural networks and group method of data handling - صفحه:3233-3244

  tick  investigation of moisture susceptibility of sbs modified asphalt containing alumina trihydrate by static contact angle measurements - صفحه:3207-3218

  tick  laboratory and numerical study of the behavior of circular footing resting on sandy soils contaminated with oil under cyclic loading - صفحه:3219-3232

  tick  mechanical and durability characteristics of marble-powder-based high-strength concrete - صفحه:3159-3164

  tick  nonlinear measurements for feature extraction in structural health monitoring - صفحه:3051-3059

  tick  predicting the effective stress parameter of unsaturated soils using adaptive neuro-fuzzy inference system - صفحه:3140-3158

  tick  seismic force modification factors for partitions in flow-rise reinforced concrete buildings - صفحه:3097-3108

  tick  systematic approach to the design of modular military housing units using six-sigma - صفحه:3085-3096
 

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