2024-03-29T11:34:52Z
https://u-ryukyu.repo.nii.ac.jp/oai
oai:u-ryukyu.repo.nii.ac.jp:02007429
2022-10-31T03:20:46Z
1642837622505:1642837722116:1642837727106
1642838403551:1642838406845
Field Analysis of Continuous Beam on Elastic Support
Oshiro, Takeshi
Tokashiki, Naohiko
大城, 武
渡嘉敷, 直彦
open access
Continuous beams are common structural systems in Civil Engineering and are considered to be important since many structural systems admit of the idealization as a continuous beam on elastic supports. There exist various analyses for the system being used conventionally for design purposes. However, this paper intends to propose more rational techniques where finite difference calculus is applied directly. The mathematical model forms a set of difference equations for which closed form or numerical solutions are obtained for several illustrative examples. Field analysis of continuous beams with rotational restraints and non-displacement on the supports has been presented by the same authors. This is the extension of the previous work to apply for more general cases. The numerical technique called as the walk-through method is illustrated for an example and the general technique of the method is presented in the following appendix. The main purpose of this paper is to introduce finite discrete techniques in the structural analysis and the techniques are verified by comparing the numerical results of the two different methods.
紀要論文
琉球大学理工学部
Science and Engineering Division, University of the Ryukyus
1976-03-01
eng
departmental bulletin paper
VoR
http://hdl.handle.net/20.500.12000/26694
http://hdl.handle.net/20.500.12000/26694
https://u-ryukyu.repo.nii.ac.jp/records/2007429
0387-429X
AN00250785
琉球大学理工学部紀要. 工学篇
Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering
11
113
126
https://u-ryukyu.repo.nii.ac.jp/record/2007429/files/No11P113.pdf