Elastic sectional stress analysis of variable section piers subjected to three-dimensional loads-Reference-Cited by-同舟云学术

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Elastic sectional stress analysis of variable section piers subjected to three-dimensional loads

Published:2012-01 Issue: Volume:90-91 Page:28-41
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Stefan Lucian,Léger Pierre

Funder

Quebec Fund for Research on Nature and Technology

Natural Science and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

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

Reference45 articles.

1. Computerised interaction diagrams and moment capacity contours for composite steel-concrete cross-sections;Chiorean;Eng Struct,2010

2. Ultimate strength analysis of composite sections under biaxial bending and axial load;Charalampakis;Adv Eng Softw,2008

3. Serviceability analysis of concrete sections under biaxial bending;Brondum-Nielsen;J Struct Eng,1997

4. A BEM solution to transverse shear loading of beams;Sapountzakis;Comput Mech,2005

5. Shear stresses in prismatic beams with arbitrary cross-sections;Gruttmann;Int J Numer Methods Eng,1999

Cited by 1 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. Three-Dimensional Hydromechanical Sectional Analysis of Cracked Nonprismatic Concrete Spillway Piers;Journal of Structural Engineering;2012-11

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