Results 231 to 240 of about 7,126 (260)
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Fire Performance of CFST, SRC and RC Frames

Applied Mechanics and Materials, 2011
Failure mechanism and fire resistance comparison of concrete-filled steel tube (CFST) frames, reinforced concrete (RC) frames and steel reinforced concrete (SRC) fames are proposed in this paper when their bearing capacity and rigidity at room temperature are similar.
Guang Yong Wang   +4 more
openaire   +1 more source

Stability Analysis for CFST Basket Handle Arch Bridge

International Conference on Transportation Engineering 2009, 2009
A spatial finite element method (FEM) model was established to analysis the structural stability of an actual concrete filled steel tubular (CFST) basket handle arch bridge. Various factors affecting stability analysis were fully considered. Moreover, the influence of the rib inclination angle on stability was investigated in detail.
Fan Xing, Bing Zhu, Xiaoping Wang
openaire   +1 more source

Current Situation of Research on CFST and SRC

Advanced Materials Research, 2013
This paper describes the research on CFST and SRC and makes a comparison between CFST and SRC in the earthquake and fire. Get the comparison of horizontal displacement and rotation of the beam and column nodes and the comparison of CFST and SRCs’ fire resistance. Providing experience for the future engineering research.
Bai Dong Zhao, Pei Chao Chen
openaire   +1 more source

Research on Skeleton Curve of CFST Frame Structure

Applied Mechanics and Materials, 2012
Concrete filled steel tubular (CFST) structure is a new type of structure. According to unified theory, hysteretic model of steel beam, reinforced concrete beam and CFST column have been chosen respectively, then nonlinear structural analysis program called IDARC is employed to determine skeleton curve of the CFST frame structure. Results obtained from
openaire   +1 more source

Effects of debonding on circular CFST stub columns

Journal of Constructional Steel Research, 2012
Abstract Core concrete subjected to confinement effect from steel tube is the main advantage of concrete filled steel tubular (CFST) column under compression. However, this beneficial composite action could be weakened even destroyed by debonding, which is almost unavoidable as a common phenomenon in CFST structures and has not been considered ...
Xue J. -Q., Briseghella B., Chen B. -C.
openaire   +2 more sources

بررسی آزمایشگاهی رفتار ستون های مرکب CFST

2010
Steel columns filled with concrete, so called CFST columns are kind of mega composite columns that poses greater mechanical and daynamic behavior. In recent years, due to this enhanced behavior, more and more are being used specially in tall structures. They also result in more cost effective and easy to construct structures.
openaire   +1 more source

Blast analysis of stand alone CFST column

Materials Research Proceedings
Abstract. The rise in terrorist attacks targeting various locations worldwide has underscored the importance of evaluating structures exposed to blast effects. Despite progress in the field, understanding the response of concrete-framed buildings to extreme loading conditions remains crucial before implementing any protective strategies.
openaire   +1 more source

Assessment of Compression Design of CFST

2023
Ibrahim S. Hussein   +4 more
openaire   +1 more source

Flexural Response of CFST Beams with Incorporated DCLs

2022 Advances in Science and Engineering Technology International Conferences (ASET), 2022
Salem Khalaf   +3 more
openaire   +1 more source

Repair Strategies for Earthquake-Damaged CFST Bridge Columns

Structures Congress 2019, 2019
J. Bumstead, J. Korat, M. T. Stephens
openaire   +1 more source

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