Skip to Main Content
Article navigation
Volume 94, Issue 3
August 1992
Proceedings of the Institution of Civil Engineers - Structures and Buildings Cover Image for Volume 94, Issue 3
Discussion| August 01 1992

DISCUSSION OF PAPERS 9746 & 9747. THREE-DIMENSIONAL NON-LINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE: PARTS 1 AND 2.

F GONZALEZ VIDOSA;
F GONZALEZ VIDOSA
Search for other works by this author on:
This Site
PubMed
Google Scholar
G F VIDOSA;
G F VIDOSA
Search for other works by this author on:
This Site
PubMed
Google Scholar
M D KOTSOVOS;
M D KOTSOVOS
Search for other works by this author on:
This Site
PubMed
Google Scholar
M N PAVLOVIC;
M N PAVLOVIC
Search for other works by this author on:
This Site
PubMed
Google Scholar
L J PAKIANATHAN;
L J PAKIANATHAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
D V PHILLIPS
D V PHILLIPS
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© Thomas Telford and ICE
1992
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (3): 365–374.
https://doi.org/10.1680/istbu.1992.20297

Article PDF first page preview

First page of DISCUSSION OF PAPERS 9746 & 9747. THREE-DIMENSIONAL NON-LINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE: PARTS 1 AND 2.
Keywords: THREE DIMENSIONAL, NON LINEAR, FINITE ELEMENTS, MODELS, STRUCTURAL, CONCRETE, FAILURES, MODELLING, CRACKS, CRACKING, MESHES
This content is only available via PDF.
© Thomas Telford and ICE
1992
94 Views
View Metrics
Study on seismic behaviour of concrete-filled steel tubular special-shaped columns
Performance-oriented design of overload-protected viscous dampers for adjacent structures
Discussion: Evaluating the effects of loading protocol on the strength and deformation capacity of Flexure-Shear critical concrete columns
Editorial

Suggested Reading

THREE-DIMENSIONAL NON-LINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE. PART 1: MAIN FEATURES AND OBJECTIVITY STUDY.
Proceedings of the Institution of Civil Engineers (September,1991)
DISCUSSION. FINITE ELEMENT NON-LINEAR ANALYSIS OF CONCRETE STRUCTURES.
Proceedings of the Institution of Civil Engineers (December,1976)
NON-LINEAR FINITE-ELEMENT ANALYSIS OF PRESTRESSED CONCRETE MEMBERS.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (November,1992)
INFORMAL DISCUSSION. PRACTICAL HINTS ON HOW TO UNDERSTAND, MODEL, USE AND INTERPRET FINITE ELEMENTS.
Proceedings of the Institution of Civil Engineers (June,1973)
DISCUSSION. A CRITERION OF CONCRETE FAILURE.
Proceedings of the Institution of Civil Engineers (October,1970)

Related Chapters

CONTROL OF CRACKING IN WALLS RESTRAINED ALONG THEIR BASE AGAINST EARLY THERMAL MOVEMENTS
Concrete for Transportation Infrastructure: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
DESIGN OF TWO-WAY SLAB SYSTEMS FOR STRENGTH AND SERVICEABILITY
Concrete Floors And Slabs: Proceedings of the International Seminar held at the University of Dundee, Scotland, UK on 5–6 September 2002
EXPERIMENTAL INVESTIGATION ON TENSION STIFFENING EFFECTS OF FRP REINFORCED CONCRETE MEMBERS
Challenges of Concrete Construction: Volume 1, Composite Materials in Concrete Construction

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal