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    Highly efficient 200-GHz fixed-frequency fundamental source in transferred-substrate InP DHBT technology 

    Type: Conference Paper
    Publisher: IEEE
    Year: 2014

    Tolerance analysis of flexible kinematic mechanism using DLM method 

    Type: Journal Paper
    Author : بهنام معتکف ایمانی; مسعود پور; Behnam Moetakef Imani
    Year: 2009
    Abstract:

    method (DLM) is used. In this paper, the coupler point (C.P.) position

    of a four-bar mechanism during one cycle of motion is considered as the assembly specification.

    The mechanism consists of flexible parts and is subjected to external...

    Eigenmode-based method to determine the complex permittivities of layered soil via a borehole ground penetrating radar 

    Type: Conference Paper
    Publisher: IEEE
    Year: 2014

    Bond strength of glass fiber reinforced polymer reinforcing bars in normal and self-consolidation concrete 

    Type: Journal Paper
    Author : محمدرضا اصفهانی; M.R. Kianoush; M. Lachemi; Mohammad Reza Esfahani
    Year: 2005
    Abstract:

    This paper presents the results of an experimental study on bond strength of reinforcing bars made of glass fibre reinforced polymers (GFRP) embedded in normal concrete and self-consolidating concrete. The study included pull-out tests of thirty six...

    Top bar effect of steel bars in self-consolidating concrete-SCC 

    Type: Journal Paper
    Author : محمدرضا اصفهانی; M. Lachemi; M.R. Kianoush; Mohammad Reza Esfahani
    Year: 2008
    Abstract:

    characteristics of such SCCs are very important for their application in practical construction. This paper presents the results of an investigation dealing with the local bond strength between self-consolidating concrete and steel reinforcing bars. Twelve...

    A comparison between bond strength of steel and GFRP bars in self-consolidating concrete (SCC) 

    Type: Journal Paper
    Author : محمدرضا اصفهانی; Kianoush M.R; Lachemi M; Mohammad Reza Esfahani
    Year: 2004
    Abstract:

    This paper compares the results of two experimental studies on bond strength of steel and GFRP bars in the case of self-consolidating concrete (SCC). Each study included pull-out tests of thirty six reinforcing bars embedded in concrete specimens...

    Evalution of the effects of the fallow fallow /forrage barly and sugar beat forrage barly rotations 

    Type: Conference Paper
    Author : گلثومه عزیزی; محمدحسن راشدمحصل; آسیه سیاه مرگویی; محمد بنایان اول; مهدی نصیری محلاتی; لیلا علیمرادی; M0hammad Hassan Rashed Mohassel; Asieh Siahmarguee
    Year: 2008
    Abstract:

    Evalution of the effects of the fallow fallow /forrage barly and sugar beat forrage barly rotations...

    Four Experiments on the Perception of Bar Charts 

    Type: Journal Paper
    Author : Talbot, J.; Setlur, Vidya; Anand, A.
    Publisher: IEEE
    Year: 2014

    Dynamic mechanical properties and microstructure of Ti 6Al 7Nb biomedical alloy as function of strain rate 

    Type: Journal Paper
    Author : Lee, W. - Chen, C.
    Publisher: Institute of Materials, Minerals and Mining
    Year: 2013

    Cyclic loading test for beam column connections with 600 MPa (87 ksi) beam flexural reinforcing bars 

    Type: Journal Paper
    Publisher: American Concrete Institute
    Year: 2014
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