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نمایش تعداد 1-10 از 40

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    Optimal capacity of axially loaded bent pile 

    نوع: Journal Paper
    نویسنده : محمد رضائی پژند; Z.H. Mazindrani; Mohaamad Rezaiee Pajand
    سال: 1990
    خلاصه:

    The behaviour of bent pile, with consequent initial stresses, subjected to axial load is studied. Finite difference method is used to find the variation of pile stress parameter with respect to slenderness parameter. It ...

    Optimized fuzzy association rule mining for quantitative data 

    نوع: Conference Paper
    ناشر: IEEE
    سال: 2014

    Seismic response modification factor for moment resisting frames retrofitted by weakening beam 

    نوع: Conference Paper
    نویسنده : Omid, Moammer; Kiarash, M.Dollatshahi; Mohammad Javad, Hamidia
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    Cyclic loading test of reinforced concrete frame with precast prestressed flooring system 

    نوع: Journal Paper
    ناشر: American Concrete Institute
    سال: 2014

    Effect of aging treatment on the crushing behavior of aluminum 6061 alloy tube 

    نوع: Journal Paper
    نویسنده : محمدحسن فرشیدی; Mohammad Hassan Farshidi
    سال: 2015
    خلاصه:

    The effect of heat treatment on the axial crushing behavior of thin-walled aluminum 6061 alloy tubes is studied in this work. For this purpose, thin-walled grooved specimens were subjected to different aging heat treatments ...

    Vibration of Beam with Elastically Restrained Ends and Rotational Spring-Lumped Rotary Inertia System at Mid-Span 

    نوع: Journal Paper
    نویسنده : S. M. Hozhabrossadati; احمد آفتابی ثانی; M. Mofid; Ahmad Aftabi sani
    سال: 2015
    خلاصه:

    This technical note addresses the free vibration problem of an elastically restrained Euler–

    Bernoulli beam with rotational spring-lumped rotary inertia system at its mid-span hinge. The

    governing differential equations...

    Seismic Design and Performance of Dual and Eccentrically Braced framed systems using PBPD 

    نوع: Journal Paper
    نویسنده : عباس کرم الدین; علی زنگنه; Abbas Karamodin; Ali Zanganeh
    سال: 2017
    خلاصه:

    Most structural design codes use elastic analysis to calculate and distribute seismic base shear over the height. This may lead to unsuitable design and may cause undesirable damages to the structure.To solve

    this ...

    A novel method for quantifying damage to cast-in-place selfcentering concrete stepping walls 

    نوع: Journal Paper
    نویسنده : بهروز حسنی; Abouzar Jafari; Habib Akbarzadeh Bengar; Behrooz Hassani
    سال: 2018
    خلاصه:

    hinge

    length of the wall as a function of the axial prestress ratio. To estimate the state of

    damage in various parts of the wall, including boundary element, wall-footing

    interface, and plastic hinge zone, different ratios were...

    Performance Evaluation of Precast Beam-to-Column Concrete Connection Using Pushover Analysis 

    نوع: Journal Paper
    نویسنده : هاشم شریعتمدار; حامد عسگری; Hashem Shariatmadar
    سال: 2006
    خلاصه:

    in cooperation. Others had some modification to improve the response behavior. In this research, the modified specimen PM1 and the original specimen PO1 are compared with reference monolithic specimen MR1. The hinge properties are derived based...

    New Approach for the Construction of Inelastic Stiffness Matrix for Dynamic Analysis 

    نوع: Conference Paper
    نویسنده : احمد شوشتری; رضا خواجوی; Ahmad Shooshtari; Reza Khajavi
    سال: 2008
    خلاصه:

    There seems to be many situations where an inelastic analysis needs to be performed on a frame structure. In the

    last decades, the subject has received much interest from many researchers, especially for seismic ...

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