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civil engineering infrastructures journal
سال:2016 - دوره:49 - شماره:1
bending solution for simply supported annular plates using the indirect trefftz boundary method
- صفحه:127-138
damage detection of axially loaded beam: a frequency-based method
- صفحه:165-172
investigating the properties of asphalt concrete containing glass fibers and nanoclay
- صفحه:45-58
investigation of peak particle velocity variations during impact pile driving process
- صفحه:59-69
mechanical behavior of concrete, made with micro-nano air bubbles
- صفحه:139-147
permeability characteristics of compacted and stabilized clay with cement, peat ash and silica sand
- صفحه:149-164
seismic bearing capacity of strip footings on pile-stabilized slopes
- صفحه:111-126
structural reliability: an assessment using a new and efficient two-phase method based on artificial neural network and a harmony search algorithm
- صفحه:1-20
the effect of spandrel beam's specification on response modification factor of concrete coupled shear walls
- صفحه:33-43
the elastic modulus of steel fiber reinforced concrete (sfrc) with random distribution of aggregate and fiber
- صفحه:21-32
three-dimensional interfacial green’s function for exponentially graded transversely isotropic bi-materials
- صفحه:71-96
ultimate load capacity and behavior of thin-walled curved-steel square struts, subjected to compressive load
- صفحه:97-109
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