The mixed finite element solution of helical beams with variable cross-section under arbitrary loading-Reference-Cited by-同舟云学术

The mixed finite element solution of helical beams with variable cross-section under arbitrary loading

Published:1992-04 Issue:2 Volume:43 Page:325-331
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Omurtag M.H.,Aköz A.Y.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference11 articles.

1. Analysis of helical beams under symmetrical loading;Holmes;ASCE,1957

2. International forces in uniformly loaded helicoidal girders;Scordelis;ACI Jnl,1960

3. Carry-over (transfer) matrix method for the static analysis of helical bars (in Turkish);Cinemre;Ph.D. thesis in the Civil Engineering Department of the Technical University of İstanbul,1960

4. Continuous helicoidal girders;Abdul-Baki;ASCE,1973

5. Using stiffness matrix method the static analysis of the helical bars (in Turkish);Haktanir,1989

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