N-M-χ interaction for arbitrary cross section under biaxial bending and axial load-Reference-Cited by-同舟云学术

N-M-χ interaction for arbitrary cross section under biaxial bending and axial load

Published:2013-12 Issue:3 Volume:8 Page:87-100
ISSN:1788-1994
Container-title:Pollack Periodica
language:en
Short-container-title:Pollack Periodica

Author:

Spinella Nino

Publisher

Akademiai Kiado Zrt.

Subject

Computer Science Applications,General Materials Science,Modeling and Simulation,Civil and Structural Engineering,Software

Link

https://www.akademiai.com/doi/pdf/10.1556/pollack.8.2013.3.9

Reference17 articles.

1. EN 1998-1, Eurocode 8, Design of structures for earthquake resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings, Dec. 2003, Brussels, Belgium.

2. Biaxially loaded L-shaped reinforced concrete columns;Hsu C. T.;Journal of Structural Engineering, ASCE,1985

3. Channel-shaped reinforced concrete compression members under biaxial bending;Hsu C. T.;ACI Structural Journal,1987

Cited by 15 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shear Response Behavior of Slender RC Beams with Corroded Stirrups;Lecture Notes in Civil Engineering;2023-09-15

2. Prediction of the monotonic load–displacement curve of slender RC beams with corroded transverse and longitudinal reinforcements;Structural Concrete;2023-07

3. A Web-Based Graphical User Interface for Some Opensees Commands;Lecture Notes in Civil Engineering;2023

4. Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams;Lecture Notes in Civil Engineering;2022-08-09

5. Plasticity model for partially prestressed concrete;Structures;2022-04