Results 31 to 40 of about 308,481 (314)

Bearing behavior of high-performance concrete-filled high-strength steel tube composite columns subjected to eccentrical load

open access: yesFrontiers in Materials, 2022
In order to study the bearing capacity of high-performance concrete-filled high-strength steel tube (HCHST) composite stub columns subjected to eccentrical load, 22 HCHST composite stub columns, 4 concrete-filled steel tube (CFST) composite stub columns ...
Liangqin Jiang   +9 more
doaj   +1 more source

Stainless Steel Beam-Columns Behaviour [PDF]

open access: yesThe Open Civil Engineering Journal, 2017
There are several methods for considering the interaction between compression and bending for slender steel members. This is covered by the interaction formula and the general method, currently. For stainless steel, the structural design standards have been developed largely in-line and refer to carbon steel design guidelines.
Michal Jandera   +2 more
openaire   +1 more source

Fire resistance of steel beam to square CFST column composite joints using RC slabs: Experiments and numerical studies [PDF]

open access: yes, 2019
In this paper, experimental investigation and numerical simulation of steel beam to square concrete-filled steel tube (CFST) column composite joints that use reinforced concrete (RC) slabs subjected to localized and global fire conditions are presented ...
Fu, F., Yang, Y-F.
core   +1 more source

Performance of axially loaded tapered concrete-filled steel composite slender columns

open access: yesJournal of Civil Engineering and Management, 2013
This paper focuses on the performance of a special kind of tapered composite columns, namely tapered concrete-filled steel composite (TCFSC) slender columns, under axial loading.
Alireza Bahrami   +2 more
doaj   +1 more source

Experimental tests and numerical simulation of eccentrically loaded SRRC filled square steel tube columns

open access: yesJournal of Asian Architecture and Building Engineering, 2022
To investigate the mechanical properties of the eccentrically loaded steel reinforced recycled concrete filled square steel tube columns, 14 specimens of the columns were designed and tested.
Hui Ma   +4 more
doaj   +1 more source

Effect of column base strength on steel portal frames in fire [PDF]

open access: yes, 2012
In the UK, the design of steel portal frame buildings in fire is based on the Steel Construction Institute (SCI) design method, in which fire protection needs only be provided to the columns, provided that the column bases are designed to resist an ...
Comlekci, Tugrul   +5 more
core   +1 more source

Feasibility and Optimization Study on the Replacement of Core Rock Columns with Temporary Steel Supports in the Construction of Large-Section Subway Tunnels in Interbedded Rock Masses

open access: yesApplied Sciences
With the development of subway transportation, how to excavate large-section tunnels and find more convenient and reliable support methods has become an issue that cannot be ignored. This paper addresses issues such as low construction efficiency of core
Dunwen Liu   +3 more
doaj   +1 more source

CONNECTIONS BETWEEN STEEL-CONCRETE COMPOSITE COLUMN AND STEEL BEAM

open access: yesMokslas - Lietuvos ateitis, 2022
Composite steel-concrete columns of circular cross-section have high strength and stiffness, which theoretically could help to reduce the cost of construction, but their advantages are still widely unexploited. In comparison with other constructions, composite columns account for a diminutive market share.
openaire   +4 more sources

Buckling response of ferritic stainless steel columns at elevated temperatures [PDF]

open access: yes, 2013
This paper presents a numerical study on the buckling behaviour of ferritic stainless steel columns in fire. Finite element models were developed and validated against existing test results to predict the elevated temperature non-linear response of ...
Afshan, S, Baddoo, NR, Gardner, L
core   +1 more source

Study on Seismic Performance and Damage Analysis of Steel Plate Shear Wall with Partially Encased Composite (PEC) Columns

open access: yesApplied Sciences, 2019
A steel plate shear wall often uses partially encased composite (PEC) columns instead of edge frame columns. Such a steel plate shear wall not only bears the gravity load of the structure and resists the bending moment caused by lateral force by taking ...
Zhanzhong Yin, Hui Zhang, Wenwei Yang
doaj   +1 more source

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