Results 21 to 30 of about 174,561 (333)

Axial compressive behaviour of CFDST stub columns with large void ratio

open access: yesJournal of Constructional Steel Research, 2021
This paper describes the experimental and numerical study on the axial compressive behaviour of circular-in-circular concrete-filled double-skin steel tube (CFDST) stub columns with large void ratio. Nine specimens with various void ratio (Rv), diameter-to-thickness ratio of outer tube and compressive strength of concrete were tested under axial ...
Yang, Y., Fu, F., Bie, X., Dai, X.
openaire   +2 more sources

Investigation on axial resistance of steel reinforced concrete cross-shaped columns exposed to high temperature

open access: yesCase Studies in Construction Materials, 2022
Steel reinforced concrete (SRC) special-shaped columns have the advantages of high spatial utilization, flexible layout and good economic benefits, which are used in high-rise buildings.
Yuzhuo Wang   +5 more
doaj   +1 more source

Harmonic chirp imaging method for ultrasound contrast agent [PDF]

open access: yes, 2005
Coded excitation is currently used in medical ultrasound to increase signal-to-noise ratio (SNR) and penetration depth. We propose a chirp excitation method\ud for contrast agents using the second harmonic component of the response.
Associate Member   +5 more
core   +11 more sources

Application of Cement-Based Composite Nanomaterials in Prefabricated Thin-Wall Light Steel Structure Composite Wall

open access: yesInternational Journal of Analytical Chemistry, 2022
In order to solve the problem of seismic performance of prefabricated concrete shear walls connected with ultra-high performance cement-based composite (UHPC) after short lap of steel bars, the author proposes a cement-based composite nanomaterial in the
Xiaoxu Chen   +3 more
doaj   +1 more source

Axial Compressive Behavior of Glass Fiber-Reinforced Hollow Concrete Columns

open access: yesAdvances in Materials Science and Engineering, 2022
To investigate the axial compression behavior of glass fiber-reinforced polymer tubes filled with reinforced hollow concrete members, the finite element model was established in ABAQUS.
Xiangyang Jian   +3 more
doaj   +1 more source

Ductility Behaviour and Axial Compression Ratio Limit of High-Strength Concrete-Encased Cfst Columns

open access: greenJournal of Constructional Steel Research
Xiaojun Ke   +3 more
openalex   +2 more sources

Hysteresis performance of section steel reinforced concrete-filled rectangular stainless steel tubular columns

open access: yesSN Applied Sciences, 2023
Due to high bearing capacity and excellent seismic performance, the section steel reinforced concrete-filled rectangular steel tube has been widely applied in engineering. The application of stainless steel for outer steel tube can improve the durability
Enpu Xie   +4 more
doaj   +1 more source

Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-tensioned Precast Concrete Beam-Column Sub-assemblages [PDF]

open access: yes, 2020
In this paper, four 1/2 scaled precast concrete (PC) beam-column sub-assemblages with high performance connection were tested under push-down loading procedure to study the load resisting mechanism of PC frames subjected to different column removal ...
Feng, D-C.   +4 more
core   +1 more source

Axial Compressive Performance of Steel-Reinforced Concrete Columns with Monosymmetric Cross-Shaped Steel

open access: yesAdvances in Civil Engineering, 2021
The axial compressive performance of steel-reinforced concrete columns with monosymmetric cross-shaped steel (SRCC-MCS) was investigated in this study.
Jipeng Yu   +3 more
doaj   +1 more source

Experimental Studies on Seismic Performance of UHPSFRC-Filled Square Steel Tubular Columns

open access: yesBuildings, 2022
The excellent seismic performance of concrete-filled steel tube (CFST) structures has been widely recognized, but there is a paucity of research on composite columns using UHPC with added steel fibers.
Yunbiao Luo   +4 more
doaj   +1 more source

Home - About - Disclaimer - Privacy