Rigid element approach for deriving the geometric stiffness of curved beams for use in buckling analysis
10.1061/(ASCE)0733-9445(2007)133:12(1762)
Saved in:
Main Authors: | Yang, Y.B., Lin, S.P., Wang, C.M. |
---|---|
其他作者: | CIVIL ENGINEERING |
格式: | Article |
出版: |
2014
|
主題: | |
在線閱讀: | http://scholarbank.nus.edu.sg/handle/10635/66105 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
機構: | National University of Singapore |
相似書籍
-
Buckling of multiwalled carbon nanotubes using Timoshenko beam theory
由: Zhang, Y.Y., et al.
出版: (2014) -
Bending, buckling, and vibration of micro/nanobeams by hybrid nonlocal beam model
由: Zhang, Y.Y., et al.
出版: (2014) -
Standardised material properties for numerical parametric studies of stainless steel structures and buckling curves for tubular columns
由: Afshan, Sheida, et al.
出版: (2020) -
Timoshenko curved beam bending solutions in terms of Euler-Bernoulli solutions
由: Lim, C.W., et al.
出版: (2014) -
Vibration of Timoshenko beams with internal hinge
由: Lee, Y.Y., et al.
出版: (2014)