Results 81 to 90 of about 2,454 (218)

Compressive Behaviour of Circular High-Strength Self-Compacting Concrete-Filled Steel Tubular (CFST) Stub Columns Under Chloride Corrosion: Numerical Simulation

open access: yesBuildings
This paper investigates the strength and behaviour of high-strength self-compacting concrete-filled steel tubular (HSSC-CFST) stub columns under axial compression.
Jun Zheng   +5 more
doaj   +1 more source

Concrete-filled steel tubular (CFST) columns database with 3,208 tests

open access: yes, 2020
This database is collected for evaluating the reliability of CFST columns designed by modern codes of practice (see Thai H-T, Thai S, Ngo T, Uy B, Kang W-H, Hicks SJ. Reliability considerations of modern codes for CFST columns.
Thai, Huu-Tai   +5 more
core  

Evaluation of Eccentric Compressive Behavior Between Active and Passive Preloading in CFST

open access: yesApplied Sciences
Concrete-filled steel tubes (CFSTs) are widely used in high-rise buildings and bridges, owing to their confinement effect on concrete. The confinement effect can enhance the compressive strength and ductility of the components. During the construction of
Ruyun Diao   +3 more
doaj   +1 more source

Seismic performance of concrete-encased CFST piers : experimental study

open access: yes, 2016
Concrete-encased concrete-filled steel tube (CFST) box members have been recently used as piers and arches in bridges owing to their high stiffness and strength.
Han, Lin-Hai   +3 more
core   +1 more source

Numerical Approach for a Partial CFST Column using an Improved Bond-Slip Model

open access: yes, 2020
본 논문에서는 부분 CFST (concrete-filled steel tube) 기둥에 대한 수치해석적 저항력 평가 방법에 대해 소개하고 있다. 기존 RC (reinforced concrete) 기둥에서 소성힌지가 발생할 것으로 예상되는 부분을 강관으로 보강함으로써 완전 CFST 기둥보다는 적은 재료를 사용하여 비슷한 휨 모멘트 저항력을 가지는 부분 CFST 기둥의 디자인 컨셉을 제시하였다.
황주영, 곽효경
core   +1 more source

Improving interface bonding of double-skinned CFST columns [PDF]

open access: yes, 2013
It has been demonstrated that high-strength concrete (HSC) is able to improve the strength-to-weight ratio of reinforced concrete columns and maximise the usable areas of tall buildings.
Ho, Johnny Ching Ming, Dong, Chunxiao
core   +1 more source

Compute CFst scores

open access: yes
Necessary files for transforming the WVS longitudinal data file, and computing CFst scores to be used in our primary analyses. 1. “Recode WVS datafiles.Rmd” – code for transforming the raw WVS longitudinal file into the dataset we use to compute CFst ...
Michael Muthukrishna, Cindel White
core   +1 more source

Seismic performance of CFST superimposed shear walls with different shear connections

open access: yesCase Studies in Construction Materials
The synergistic integration of concrete-filled steel tube (CFST) columns and composite shear walls addresses the strategic requirements of the modern construction industry’s shift toward building industrialization and intelligent construction. This paper
Mengqi Gao   +5 more
doaj   +1 more source

Shrinkage Behavior of CFST Members Stored in Natural Environments

open access: yes, 2017
To provide reasonable guidance for CFST practical structures in design and construction, shrinkage test of concrete-filled steel tube (CFST) members in natural environments was presented.
Yong Qing Yang, Wei Wei Lu
core   +1 more source

Structural Behaviours of Concrete-filled Steel Tubular (CFST) Connections with Innovative One-sided Bolts

open access: yes, 2023
Concrete-filled steel tubular (CFST) columns have been widely recognised in construction due to their high load-bearing capacity and aesthetical appeal.
WEI HONG NG (15449252)
core   +1 more source

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