HOME    About this site    mypage    Japanese    library    university    Feedback

University of the Ryukyus Repository >
Faculty of Engineering >
Bulletin >
The Bulletin of Science and Engineering Division University of the Ryukyus >
No.11 (1976/03) >

 
Title :Field Analysis of Continuous Beam on Elastic Support
Authors :Oshiro, Takeshi
Tokashiki, Naohiko
Authors alternative :大城, 武
渡嘉敷, 直彦
Issue Date :1-Mar-1976
Abstract :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.
Type Local :紀要論文
ISSN :0387-429X
Publisher :琉球大学理工学部
URI :http://hdl.handle.net/20.500.12000/26694
Citation :琉球大学理工学部紀要. 工学篇 = Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering no.11 p.113 -126
Appears in Collections:No.11 (1976/03)

Files in This Item:

File Description SizeFormat
No11P113.pdf4408KbAdobe PDFView/Open