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journal of rehabilitation in civil engineering
سال:2019 - دوره:7 - شماره:2
a method for predicting pile capacity using cone penetration test data
- صفحه:115-128
analytical assessment of reinforced concrete frames equipped with tadas dampers
- صفحه:138-151
assessing seismic performance of the elliptic braced moment resisting frame through pushover method
- صفحه:68-85
estimating inter-story drift in high rise buildings with the flexural and shear cantilever beam and mode-acceleration method
- صفحه:164-177
evaluating the performance of the buckling restrained braces in tall buildings with peripherally braced frames
- صفحه:21-39
experimental study for strength capacity of cold-formed steel joists connections with consideration of various bolts arrangements
- صفحه:101-114
extraction of model parameters for reactive solute transport
- صفحه:54-67
free vibration analysis of steel framed structures
- صفحه:129-137
seismic fragility assessment of steel smrf structures under various types of near and far fault ground motions
- صفحه:86-100
seismic retrofitting the steel storage tanks using single concave friction isolators under the long period earthquakes
- صفحه:40-53
stepwise regression for shear capacity assessment of steel fiber reinforced concrete beams
- صفحه:152-163
testing and numerical modelling of steel-concrete-steel with stud bolts connectors subject to push-out loading
- صفحه:1-20
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