Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening-Reference-Cited by-同舟云学术

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Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening

Published:2016-06 Issue: Volume:116 Page:148-162
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Shakir A.S.,Guan Z.W.,Jones S.W.

Funder

Higher Committee for Education Development (HCED) in Iraq

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

1. State of the art report on steel–concrete composite columns;Shanmuam;J Constr Steel Res,2001

2. Mechanical behaviour of recycled concrete filled steel tube columns strengthened by CFRP;He,2011

3. Investigation on strengthening of CFST members under compression using CFRP composites;Sundarraja;J Reinf Plast Compos,2011

4. Concrete-filled steel tube column system-its advantages;Morino;Int J Steel Struct,2001

5. Design and construction of concrete-filled steel tube column system in Japan;Morino;Earthq Eng Eng Seismol,2002

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1. Residual bearing capacity of hybrid fibre-reinforced polymer-ultra-high-performance concrete-steel double-skin tubular columns after impact loading;Structures;2024-10

2. Probabilistic machine leaning models for predicting the maximum displacements of concrete-filled steel tubular columns subjected to lateral impact loading;Engineering Applications of Artificial Intelligence;2024-09

3. Numerically efficient analysis of FRP confined CFST members under lateral low-velocity impact loading;Frontiers in Materials;2024-08-21

4. Experimental Research and Numerical Analysis on the Concrete-Filled Square CFRP Steel Tube Column Under Compressive-Shear Loading;International Journal of Steel Structures;2024-06-22

5. Performance evaluation and FRP strengthening of concrete-filled steel tubular columns subjected to vehicle impact;Advances in Structural Engineering;2024-05-06

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