A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analytical method is proposed by which natural frequencies and modes of vibration of Langer girder bridge and gridworks may be obtained; equations derived are based on continuity condition pertaining to each section of beam between each pair of supports and elastic supports; method derives fundamental equations by connecting continuous beam and elastic supports after giving both same deformation separately. English summary.
Analytical method is proposed by which natural frequencies and modes of vibration of Langer girder bridge and gridworks may be obtained; equations derived are based on continuity condition pertaining to each section of beam between each pair of supports and elastic supports; method derives fundamental equations by connecting continuous beam and elastic supports after giving both same deformation separately. English summary.
Dynamic analysis of continuous beams on elastic supports
Japan Soc Civ Engrs -- Trans
Hirai, I. (author)
1964
8 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Continuous beams over elastic supports
| Engineering Index Backfile | 1911
Continuous beams on elastic supports
| Engineering Index Backfile | 1943
Buckling of continuous beams on elastic supports
| Engineering Index Backfile | 1952
Influence Lines for continuous beams on elastic supports
| TIBKAT | 1961
Fixed-point theory for continuous beams with elastic supports
| Engineering Index Backfile | 1938