Seismic behavior of specially shaped concrete-filled steel tube columns with multiple cavities-Reference-Cited by-同舟云学术

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Seismic behavior of specially shaped concrete-filled steel tube columns with multiple cavities

Published:2018-05-15 Issue:12 Volume:27 Page:e1485
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Qiao Qiyun¹,Li Xiangyu¹^ORCID,Cao Wanlin¹,Dong Hongying¹

Affiliation:

1. College of Architecture and Civil Engineering; Beijing University of Technology; Beijing China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Vibration Control of Tall Buildings Using Mega SubConfiguration

2. An Efficient Structural Analysis of Super Tall Mega Frame Buildings Using a Multi-level Condensation Method

3. Y. Y. Wang Y. L. Yang S. M. Zhang J. P. Liu 2nd International Conference on Advances in Concrete and Structures 2009

4. Biaxially Loaded L‐shaped Reinforced Concrete Columns

Cited by 10 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. Experimental study on the seismic performance of concrete-filled steel tube columns with a multiple-chamber round-ended cross-section;Frontiers in Materials;2024-02-22

2. Study on Mechanical Properties of Concrete-Filled Steel Tubular Members under Axial Tension;Advances in Materials Science and Engineering;2023-04-24

3. Seismic behavior and damage assessment of concrete‐filled steel tube columns in diagrid structures;The Structural Design of Tall and Special Buildings;2021-11-28

4. Experimental study on the seismic behavior of large‐size square and rectangular steel reinforced concrete columns with high and normal strength concrete;The Structural Design of Tall and Special Buildings;2021-11-28

5. Performance of composite frame consisting of steel beams and concrete filled tubes under fire loading;STEEL COMPOS STRUCT;2020

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