چکیده مقاله
Dynamic response of pile foundations is a very complex phenomenon consisting of kinematic and inertial interaction among soil, pile and superstructure Piles experience kinematic bending moments caused by the soil deformations due to the passage of the seismic waves through the surrounding layered soil These moments are increased in the interfaces ofalternating the soil layered with the different modulus This paper presents the main results of parametrical study on single piles obtained by a 2D finite element computer code with the exiting design methods for evaluating the kinematic interaction between soil pile subjected to the seismic excitations The shear strain and the shear stress are evaluated by the linear equivalent method of the free field site response analyses The results show that the kinematic bending moment at the interface is affected by the soil nonlinearity behavior and the frequency content of the seismic motion even in absence superstructure
کلیدواژهها
نویسندگان
Mahdy Khari
Faculty of Civil Engineering, Universiti Teknologi Malaysia, ۸۱۳۱۰ Skudai, Johor Barhu, Malaysia
Khairul Anuar Bin Kassim
Mahdy Khari Faculty of Civil Engineering, Universiti Teknologi Malaysia, ۸۱۳۱۰ Skudai, Johor Barhu, MalaysiaAzlan AdnanSaied Yaghob Zoalfeghary
Azlan Adnan
Mahdy Khari Faculty of Civil Engineering, Universiti Teknologi Malaysia, ۸۱۳۱۰ Skudai, Johor Barhu, MalaysiaKhairul Anuar Bin KassimSaied Yaghob Zoalfeghary
Saied Yaghob Zoalfeghary
Mahdy Khari Faculty of Civil Engineering, Universiti Teknologi Malaysia, ۸۱۳۱۰ Skudai, Johor Barhu, MalaysiaKhairul Anuar Bin KassimAzlan Adnan
شیوه ارجاع
Khari, Mahdy and Anuar Bin Kassim, Khairul and Adnan, Azlan and Zoalfeghary, Saied Yaghob,1391,Evaluation of Kinematic Bending Moment of Piles subjected to Seismic Motions,9th International Congress on Civil Engineering,Isfahan
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