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논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
Nonlinear analysis of finite beam resting on Winkler foundation with consideration of beam-soil interface resistance effect
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Nonlinear FEA of higher order beam resting on a tensionless foundation with friction
Geomechanics & engineering
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Comparative dynamic analysis of axially loaded beams on modified Vlasov foundation
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2007 .01
Generalized curved beam on elastic foundation solved by transfer matrix method
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Single variable shear deformation model for bending analysis of thick beams
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2018 .01
Natural Frequencies of Euler-Bernoulli Beam with Open Cracks on Elastic Foundations
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A new quasi-3D higher shear deformation theory for vibration of functionally graded carbon nanotube-reinforced composite beams resting on elastic foundation
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A NEW METHOD FOR VIBRATION RESPONSE OF BEAM ON FOUNDATION UNDER MOVING LOAD
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2008 .10
Eigen analysis of functionally graded beams with variable cross-section resting on elastic supports and elastic foundation
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2014 .01
Analysis of higher order composite beams by exact and finite element methods
Structural engineering and mechanics : An international journal
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Vibration analysis of micro composite thin beam based on modified couple stress
Structural engineering and mechanics : An international journal
2017 .01
Series solutions for spatially coupled buckling anlaysis of thin-walled Timoshenko curved beam on elastic foundation
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The role of micromechanical models in the mechanical response of elastic foundation FG sandwich thick beams
Structural engineering and mechanics : An international journal
2018 .01
An assumed-stress hybrid element for modeling of plates with shear deformations on elastic foundation
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Free vibration and elastic analysis of shear-deformable non-symmetric thin-walled curved beams: A centroid-shear center formulation
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탄성지반위에 놓인 보의 자유진동 해석
한국강구조학회지
1992 .06
Analysis of partially embedded beams in two-parameter foundation
Structural engineering and mechanics : An international journal
2012 .01
2층 탄성기초위에 놓인 불균일 테이퍼진 보의 진동과 안정성
소음·진동
1999 .08
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