Elastic modulus reduction method for stable bearing capacity analysis of dumbbell-shaped CFST arches-Reference-Cited by-同舟云学术

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Elastic modulus reduction method for stable bearing capacity analysis of dumbbell-shaped CFST arches

Published:2021-10-01 Issue:1 Volume:2044 Page:012163
ISSN:1742-6588
Container-title:Journal of Physics: Conference Series
language:
Short-container-title:J. Phys.: Conf. Ser.

Author:

Zhao YuFeng,Xie WeiWei,Yang Lu Feng

Publisher

IOP Publishing

Subject

General Physics and Astronomy

Link

https://iopscience.iop.org/article/10.1088/1742-6596/2044/1/012163/pdf

Reference24 articles.

1. Developments and advanced applications of concrete-filled steel tub ular (CFST) structures: Members[J];Han;Journal of Constructional Steel Research,2014

2. Torsional behavior of a new dumbbell-shaped concrete-filled steel tubes[J];Chen;Thin-Walled Structures,2017

3. Parameter analysis on ultimate load-carrying capacity of CFST arch rib with new-type dumbbell-shaped section[J];Sheng;Advanced Materials Research,2013

4. Experimental studies of out-of-plane mechanical behavior on CFST dumbbell section arch[J];Wei;Engineering Mechanics,2015

5. The elastic compensation method for limit and shakedown anal ysis: A review[J];Mackenzie;Journal of Strain Analysis for Engineering Design,2000

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. Coupling Dual Nonlinearity of Arch Bridge Bearing Capacity Analysis Method;International Journal of Structural Stability and Dynamics;2023-11

2. Calculation model of concrete-filled steel tube arch bridges based on the “arch effect”;Frontiers in Materials;2023-01-06

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