TUHH Open Research
 

Some advantages of 1D- instead of 2D- or even 3D-modelling for non-linear analysis of reinforced concrete frames

Publikationstyp
Book Part
Date Issued
2003
Sprache
English
Author(s)
Pfeiffer, U.  
Massivbau B-7  
Quast, U.  
Massivbau B-7  
TORE-URI
https://hdl.handle.net/11420/64180
ISBN of container
978-1-003-76250-8
Traditionally frames are designed following linear elastic analysis. However to calculate deflections, effects of imposed actions or second order effects the non linear behavior of reinforced concrete has strictly to be taken into account. Already a 1D-modelling of reinforced structures with a combination of the Transfer Matrix Method and the FE-method gives good and stable results. The background of this method, some advantages and problems as well as some examples of calculations will be shown.
DDC Class
690: Building, Construction
Publisher‘s Creditline
First Published 2003