Theoretical and experimental investigations on the stability performance of concrete-filled steel tubular X-column with regard to the flexural rigidity variation

Author:

Chen DejingORCID,Zha XiaoxiongORCID,Fan Youhua

Funder

National Natural Science Foundation of China

Science and Technology Planning Project of Shenzen Municipality

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference39 articles.

1. Behavior of concrete-filled steel tubular planar intersecting connections under axial compression, Part 1;Huang;Experimental study, Eng. Struct,2010

2. Experimental investigation on the seismic performance of concrete-filled steel tubular joints in diagrid structures;Shi;Structures,2021

3. Structural developments in tall buildings: current trends and future prospects;Ali;Architect. Sci. Rev.,2011

4. Test research and analysis of concrete filled steel tubular column cross joint of Tianjin Chow Tai Fook Financial Center;Peng;Construct. Tech.,2015

5. Study on selection of concrete-filled steel tubular X-column in large-scale cooling tower;Chen;J. Build. Struct.,2021

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