Volume 4, Issue 2

 

ارسال های اخیر

  • A Comparative Study on the Seismic Displacements of the Karkhe Large Embankment Dam with Mixed and Pure Clay Core-Iran 

    Bahrami, R.؛ Mir Mohammad Hosseini, Seyed Majdedin؛ Asadolahi Pajouh, M. (Civil Engineering & Construction Research Center (CCRC), QIAU, 2014-04-01)
    The water supply is the crucial problem of human beings in the world. Earth dams are usually the most important structures to store and manage the main sources: surface waters. The safety of earth dams in different conditions ...

  • The Behavior of Suction Bucket under Cyclic Loading in Saturated Lands 

    Mir Mohammad Hosseini, Seyed.Majdedin؛ Emdadi Far, M.؛ Mir Mohammad Hosseini, T.S. (Civil Engineering & Construction Research Center (CCRC), QIAU, 2014-04-01)
    Numerical modeling was carried out to investigate the responses of suction bucket foundations under vertical cyclic loading. Numerical results were compared with centrifuge experiment results. Before the capacity of the ...

  • NEW RCS Frame Connection in Structures 

    Aghabarati, Hasan؛ Parhizkar, K. (Civil Engineering & Construction Research Center (CCRC), QIAU, 2014-04-01)
    Hybrid moment frame come together with reinforced concrete columns with structural steel beams (RCS). This Composite system provides several key advantages over current steel or concrete moment resisting frame. Past studies ...

  • The Prevention of Environmental Damage in Durable Unsymmetrical Huge-capacitors Based on MnO2 and Fe2O3 Nanotubes 

    Ebrahimi, M.؛ Haj Seiyed Taghia, seyed Ali (Civil Engineering & Construction Research Center (CCRC), QIAU, 2014-04-01)
    The prevention of environmental damage in durable unsymmetrical huge-capacitor (UHC) with α-MnO2 nanotubes and amorphous Fe2O3 nanotubes grown on flexible carbon fabric is first designed ...

  • Assessment of Soil cohesion of Soils on Tunnel Excavation 

    Azadi, Mohammad (Civil Engineering & Construction Research Center (CCRC), QIAU, 2014-04-01)
    Excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. Undergoing the phenomenon in a soil can cause the effective stress and hence the shear strength of the soil ...