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논문 기본 정보

자료유형
학술저널
저자정보
Celep, Z. (Department of Structural and Earthquake Engineering, Faculty of Civil Engineering, Istanbul Technical University) Guler, K. (Department of Structural and Earthquake Engineering, Faculty of Civil Engineering, Istanbul Technical University) Demir, F. (Department of Civil Engineering, Faculty of Civil Engineering, Suleyman Demirel University)
저널정보
테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제37권 제1호
발행연도
2011.1
수록면
61 - 77 (17page)

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Static and dynamic responses of a completely free elastic beam resting on a two-parameter tensionless Pasternak foundation are investigated by assuming that the beam is symmetrically subjected to a uniformly distributed load and concentrated load at its middle. Governing equations of the problem are obtained and solved by paying attention on the boundary conditions of the problem including the concentrated edge foundation reaction in the case of complete contact and lift-off condition of the beam ina two-parameter foundation. The nonlinear governing equation of the problem is evaluated numerically by adopting an iterative procedure. Numerical results are presented in figures to demonstrate the non-linear behavior of the beam-foundation system for various values of the parameters of the problem comparatively by considering the static and dynamic loading cases.

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