A Highly Accurate Algorithm for Nonlinear Numerical Simulation of RC Columns Under Biaxial Bending Moment and Axial Loading Applying Rotary Oblique Fiber-Element Discretization-Reference-Cited by-同舟云学术

A Highly Accurate Algorithm for Nonlinear Numerical Simulation of RC Columns Under Biaxial Bending Moment and Axial Loading Applying Rotary Oblique Fiber-Element Discretization

Published:2017-10-06 Issue:8 Volume:15 Page:1117-1129
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Sadeghi Kabir,Nouban Fatemeh

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40999-017-0260-1/fulltext.html

Reference33 articles.

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3. Yen JYR (1991) Quasi-Newton method for reinforced concrete column analysis and design. J Struct Div ASCE 117(3):657–666

4. Yau CY, Chan SL, So AKW (1993) Biaxial bending of arbitrarily shaped reinforced concrete columns of arbitrary shape. Struct J ACI Tech Pap 90(3):269–273

5. Zak L (1993) Computer analysis of reinforced concrete sections under biaxial bending and longitudinal load. Struct J ACI 90(2):163–169

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