Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire-Reference-Cited by-同舟云学术

Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire

Published:2020-01 Issue: Volume:203 Page:109897
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

He An,Liang Yating,Zhao Ou

Funder

Academic Research Fun

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference47 articles.

1. Performance of concrete filled stainless steel tubular (CFSST) columns and joints: summary of recent research;Han;J Constr Steel Res,2019

2. Behaviour of short and slender concrete-filled stainless steel tubular columns;Uy;J Constr Steel Res,2011

3. Structural design of stainless steel concrete filled columns;Lam;J Constr Steel Res,2008

4. Experimental behaviour of recycled aggregate concrete filled stainless steel tube stub columns and beams;Yang;Thin-Wall Struct,2013

5. Experimental study on seawater and sea sand concrete filled GFRP and stainless steel tubular stub columns;Li;Thin-Wall Struct,2016

Cited by 34 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. Post-fire bond-slip performance of concrete-filled stainless steel tube columns;Thin-Walled Structures;2024-11

2. Experimental behavior of axially loaded circular high-strength concrete-filled high-strength steel tubular stub columns after exposure to fire;Thin-Walled Structures;2024-10

3. Axial compression performance of rubberized concrete-filled steel tubular stub columns after fire exposure: Experimental investigation and calculation models;Construction and Building Materials;2024-08

4. Post-fire behaviour and resistances of square recycled aggregate concrete-filled stainless steel tube stub columns;Thin-Walled Structures;2024-04

5. Structural behaviour of cold-formed steel elliptical hollow section stub columns after exposure to ISO-834 fire curve;Thin-Walled Structures;2024-04