Zobrazeno 1 - 10
of 84
pro vyhledávání: '"Fa-xing Ding"'
Autor:
Said Ikram Sadat, Fa-Xing Ding, Maolong Wang, Fei Lyu, Khalid Akhunzada, Hongchang Xu, Baoye Hui
Publikováno v:
Applied Sciences, Vol 14, Iss 16, p 6939 (2024)
An innovative composite structural element, the dune sand concrete-filled circular steel tube (DS-CFCST) column combines the mechanical performance of concrete-filled steel tube (CFST) columns with the environmental and economic benefits of dune sand
Externí odkaz:
https://doaj.org/article/c1ef6775bded44778a8979413c7c5b02
Publikováno v:
Developments in the Built Environment, Vol 18, Iss , Pp 100437- (2024)
Concrete-filled steel tube (CFST) columns, incorporating various types of concrete, are increasingly prevalent in engineering applications. This study develops a finite element (FE) model and a design methodology for rectangular dune sand-concrete-fi
Externí odkaz:
https://doaj.org/article/54830364bbec495ebea88f23ed385a1c
Publikováno v:
Energies, Vol 14, Iss 2, p 479 (2021)
High-strength bolted shear connectors (HSBSCs), which can be demounted easily and efficiently during deconstruction, are recommended to replace the conventional steel studs in steel–concrete composite beams (SCCBs) to meet the requirements of susta
Externí odkaz:
https://doaj.org/article/cd64ece8693f4ab9b8ac329e2636a1dc
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
This study investigates the flexural strength of simply supported steel-concrete composite beams under hogging moment. A total of 24 composite beams are included in the experiments, and ABAQUS software is used to establish finite element (FE) models
Externí odkaz:
https://doaj.org/article/7b86a3f7c6a94df1acc85fff78da2509
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
This article presents the experimental and finite element (FE) analyses of two conventional rectangular concrete-filled steel tubular (CFT) stub columns, two stiffened rectangular concrete-filled steel tubular (SCFT) stub columns, and two stirrup con
Externí odkaz:
https://doaj.org/article/a4dbb9b7ed7743348b4b95888da0969c
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
This study aimed to investigate the static performance of notched hexagonal concrete-filled steel tube (CFST) stub columns through axial loading. Notch length, notch location, and notch direction in 14 CFST stub columns were experimentally studied. S
Externí odkaz:
https://doaj.org/article/307c21d7c37b4b9c8bb074ed59c74c43
Publikováno v:
In Journal of Constructional Steel Research May 2018 144:153-165
Publikováno v:
The Structural Design of Tall and Special Buildings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab9a908d0b4fa427fd4ecfc13e610243
https://doi.org/10.1002/tal.2012
https://doi.org/10.1002/tal.2012
Publikováno v:
Structures. 33:4193-4202
In this paper, Monte Carlo Simulation (MCS) and the simplified fourth-moment method based on cubic normal distribution are used to analyze the reliability of bearing capacity formula of concrete-filled steel tubular stub columns (CFST) under axial co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b117aff3051bce5e7acb77565dc67460
https://doi.org/10.1016/j.istruc.2021.04.006
https://doi.org/10.1016/j.istruc.2021.04.006
Evaluation of the working mechanisms and simplified models of endplate-type inter-module connections
Publikováno v:
Structures. 32:562-577
In modular steel buildings, factory prefabricated volumetric modules are assembled onsite to form permanent buildings. The inter-module connections provide a path for load transfer between modules. In this study, the detailed working mechanisms of di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef062d54ec55fe26b6ae9835f2bd457f
https://doi.org/10.1016/j.istruc.2021.03.034
https://doi.org/10.1016/j.istruc.2021.03.034