Safety format in non-linear analysis of concrete structures

Paul A. Jackson

doi:10.1680/eacm.2012.165.1.57

Safety format in non-linear analysis of concrete structures

Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics ◽

10.1680/eacm.2012.165.1.57 ◽

2012 ◽

Vol 165 (1) ◽

pp. 57-66 ◽

Cited By ~ 1

Author(s):

Paul A. Jackson

Keyword(s):

Concrete Structures ◽

Linear Analysis ◽

Non Linear

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Non-linear analysis of concrete structures: a practical design approach to Eurocode

Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics ◽

10.1680/jencm.17.00002 ◽

2017 ◽

Vol 170 (4) ◽

pp. 135-145 ◽

Cited By ~ 1

Author(s):

George Walker ◽

Sonja Abhyankar ◽

David Gration

Keyword(s):

Concrete Structures ◽

Linear Analysis ◽

Design Approach ◽

Practical Design ◽

Non Linear

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DISCUSSION. FURTHER STUDIES ON THE CONSTANT STIFFNESS METHOD OF NON-LINEAR ANALYSIS OF CONCRETE STRUCTURES.

Proceedings of the Institution of Civil Engineers ◽

10.1680/iicep.1980.2386 ◽

1980 ◽

Vol 69 (3) ◽

pp. 873-874

Author(s):

W DUNCAN ◽

T JOHNARRY ◽

RJ COPE ◽

PV RAO

Keyword(s):

Concrete Structures ◽

Linear Analysis ◽

Constant Stiffness ◽

Stiffness Method ◽

Non Linear

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Global safety format for non-linear analysis of reinforced concrete structures

Structural Concrete ◽

10.1002/suco.201200017 ◽

2013 ◽

Vol 14 (1) ◽

pp. 29-42 ◽

Cited By ~ 26

Author(s):

Diego Lorenzo Allaix ◽

Vincenzo Ilario Carbone ◽

Giuseppe Mancini

Keyword(s):

Reinforced Concrete ◽

Concrete Structures ◽

Linear Analysis ◽

Reinforced Concrete Structures ◽

Non Linear

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Computational platform for non‐linear analysis/ optimal design of reinforced concrete structures

Engineering Computations ◽

10.1108/eum0000000005785 ◽

2001 ◽

Vol 18 (5/6) ◽

pp. 726-743 ◽

Cited By ~ 10

Author(s):

S.M.R. Tabatabai ◽

K.M. Mosalam

Keyword(s):

Reinforced Concrete ◽

Optimal Design ◽

Concrete Structures ◽

Linear Analysis ◽

Reinforced Concrete Structures ◽

Non Linear ◽

Computational Platform

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Safety formats for non-linear analysis of concrete structures

Magazine of Concrete Research ◽

10.1680/macr.11.00046 ◽

2012 ◽

Vol 64 (7) ◽

pp. 563-574 ◽

Cited By ~ 31

Author(s):

Hendrik Schlune ◽

Mario Plos ◽

Kent Gylltoft

Keyword(s):

Concrete Structures ◽

Linear Analysis ◽

Non Linear

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Time-dependent and Materially Non-linear Analysis of Concrete Structures

Proceedings of the Sixth International Conference on Computational Structures Technology ◽

10.4203/ccp.75.110 ◽

2009 ◽

Author(s):

J. Pencik

Keyword(s):

Concrete Structures ◽

Linear Analysis ◽

Time Dependent ◽

Non Linear

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Trends and Perspectives in Non-Linear Analysis of Concrete Structures under Complex Three-Dimensional Load Combinations

Proceedings of the Tenth International Conference on Computational Structures Technology ◽

10.4203/ccp.93.90 ◽

2010 ◽

Author(s):

J.M. Bairán ◽

S. Mohr ◽

A.R. Marí

Keyword(s):

Three Dimensional ◽

Concrete Structures ◽

Linear Analysis ◽

Non Linear

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Modelling of prestress in non-linear analysis of concrete structures

Computers & Structures ◽

10.1016/0045-7949(94)90140-6 ◽

1994 ◽

Vol 53 (1) ◽

pp. 173-187 ◽

Cited By ~ 18

Author(s):

J.A. Figueiras ◽

R.H.C.F. Póvoas

Keyword(s):

Concrete Structures ◽

Linear Analysis ◽

Non Linear

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Examination of the probabilistic response of reinforced concrete structures under static non-linear analysis

Engineering Structures ◽

10.1016/j.engstruct.2005.08.003 ◽

2006 ◽

Vol 28 (1) ◽

pp. 120-133 ◽

Cited By ~ 26

Author(s):

George C. Thomos ◽

Constantin G. Trezos

Keyword(s):

Reinforced Concrete ◽

Concrete Structures ◽

Linear Analysis ◽

Reinforced Concrete Structures ◽

Non Linear ◽

Probabilistic Response

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The Newton-Raphson method used in the non-linear analysis of concrete structures

Computers & Structures ◽

10.1016/0045-7949(86)90277-4 ◽

1986 ◽

Vol 24 (2) ◽

pp. 177-185 ◽

Cited By ~ 8

Author(s):

S.Y.A. Ma ◽

I.M. May

Keyword(s):

Concrete Structures ◽

Linear Analysis ◽

Non Linear ◽

Newton Raphson ◽

Raphson Method

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