Inelastic analysis of reinforced concrete space frames influenced by axial, torsional and bending interaction-Reference-Cited by-同舟云学术

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Inelastic analysis of reinforced concrete space frames influenced by axial, torsional and bending interaction

Published:1993-01 Issue:1 Volume:46 Page:83-97
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Cocchi G.M.,Cappello F.

Publisher

Elsevier BV

Subject

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

Reference12 articles.

1. Sul calcolo delle ossature spaziali in regime non lineare;Cocchi,1987

2. Sul calcolo delle ossature spaziali in regime non lineare;Cocchi,1987

3. Sul calcolo delle ossature spaziali in regime non lineare;Cocchi,1987

4. Softening of concrete in torsional members—theory and tests;Hsu;ACI Jl,1985

5. Diagonal compression field theory—a rational model for structural concrete in pure torsion;Mitchell;ACI Jl,1974

Cited by 2 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. Nonlinear reinforced concrete frame element with torsion;Engineering Structures;2010-04

2. Inelastic analysis of reinforced concrete beams subjected to combined torsion, flexural and axial loads;Computers & Structures;1996-11

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