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[PDF] Top 20 Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression

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Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression

Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression

... A circular double-skin concrete-filled steel tubular (DCFST) column is constructed by filling concrete between two concentric circular steel tubes as ... See full document

41

Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns

Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns

... stainless steel is much higher than its tensile ...in compression and tension, which may underestimate the compressive strength of stainless steel ...the nonlinear analysis of ... See full document

40

Nonlinear analysis of biaxially loaded rectangular concrete-filled stainless steel tubular slender beam-columns

Nonlinear analysis of biaxially loaded rectangular concrete-filled stainless steel tubular slender beam-columns

... Rectangular concrete-filled stainless steel tubular (CFSST) beam-columns utilized as supporting members for building frames may experience axial compression and biaxial ... See full document

43

Finite Element Analysis of Steel Tubular Section Filled with Concrete

Finite Element Analysis of Steel Tubular Section Filled with Concrete

... The Concrete Filled Steel Tube (CFST) Structural System is a system based on filling steel tubes with high-strength ...composite steel-concrete ...composite steel ... See full document

5

A Comparative Study on Strength Behaviour of Circular and Square Hybrid FRP Concrete Steel Double Skin Tubular Columns Under Axial Cyclic Loading

A Comparative Study on Strength Behaviour of Circular and Square Hybrid FRP Concrete Steel Double Skin Tubular Columns Under Axial Cyclic Loading

... of concrete filled FRP tubular columns (CFFT’s) and they offer several advantages, including improved structural performance, improved durability that prolongs the design life, thereby ... See full document

18

Finite Element Analysis of FRP concrete steel Tubular Short Columns under Axial Compression

Finite Element Analysis of FRP concrete steel Tubular Short Columns under Axial Compression

... describe concrete, mainly four kinds: concrete damaged plasticity model [4], smeared model, brittle cracking model and ...hollow concrete-filled steel ...sandwich concrete shows ... See full document

6

Analytical Study on Concrete Filled Steel Tubular Columns with BFRP Wrapping Under Axial Load

Analytical Study on Concrete Filled Steel Tubular Columns with BFRP Wrapping Under Axial Load

... FEA is widely accepted in almost all engineering disciplines. The method is often used as an alternative to the experimental test method set out in many standards. The technique is based on the premise that an ... See full document

7

Experimental research on influence of multi level loading on axial compression behavior of concrete filled circular steel tubular short columns

Experimental research on influence of multi level loading on axial compression behavior of concrete filled circular steel tubular short columns

... [16] 曹国辉 , 胡佳星 , 张锴 , 等 . 钢管膨胀混凝土徐 变 系 数 简 化 模 型 [J]. 建 筑 结 构 学 报 , 2015, 36(06): 151-157. (CAO G H, HU J X, ZHANG K, et al. Simple model of creep coefficient for expansive concrete filled steel tube ... See full document

10

The Structural Behaviour of Concrete Filled Steel Tubular columns

The Structural Behaviour of Concrete Filled Steel Tubular columns

... numerical analysis with Experimental work to find out the load carrying capacity of the concrete filled steel tubular columns under axial ...varying steel ... See full document

7

Ultimate Strength Analysis of Concrete Filled Single and Double Skin Aluminium Tubular Columns with GFRP Laminates

Ultimate Strength Analysis of Concrete Filled Single and Double Skin Aluminium Tubular Columns with GFRP Laminates

... the Concrete filled steel tube under Axial ...Short Concrete Filled Steel Tubular Columns (CSFT) under axial compression to ... See full document

6

Cyclic Response Study on Strength Behaviour of Circular Hybrid FRP Concrete Steel Double Skin Tubular Columns

Cyclic Response Study on Strength Behaviour of Circular Hybrid FRP Concrete Steel Double Skin Tubular Columns

... of steel, with the space between the filled with ...be filled with concrete if ...to concrete and additional shear resistance to columns. The steel tube acts as the main ... See full document

10

Repaired of fire damaged concrete filled double skin steel tubular (CFDST) 
		columns with fiber reinforced polymer (FRP)

Repaired of fire damaged concrete filled double skin steel tubular (CFDST) columns with fiber reinforced polymer (FRP)

... Concrete-filled double skin steel tubular (CFDST) columns were first introduced by (Shakir-Khalil 1991) in ...in compression chambers in deep-sea pressure ...CFDST ... See full document

8

A  Comparative Study of Ultimate Strength on Hollow Rectangular Filled Concrete Tube IN Tube Section  A Review

A Comparative Study of Ultimate Strength on Hollow Rectangular Filled Concrete Tube IN Tube Section A Review

... that,”Concrete-filled Double-skin Tubular Columns with External Steel Rings” reports the CFDST columns with external confinement were effective in restricting the ... See full document

6

Nonlinear Analysis of Circular Concrete Filled Steel Tube Columns under Axial Loading

Nonlinear Analysis of Circular Concrete Filled Steel Tube Columns under Axial Loading

... Concrete filled steel tube (CFST) columns have been broadly used in high-rise buildings due to their excellent resistance to axial ...In concrete filled steel tube ... See full document

5

Behavior of fire exposed concrete filled double skin steel tubular (CFDST) columns under concentric axial loads

Behavior of fire exposed concrete filled double skin steel tubular (CFDST) columns under concentric axial loads

... of axial behavior of concrete-filled double skin steel tubular (CFDST) columns exposed to high temperature under the action of monotonically applied ... See full document

5

Seismic Behavior of concrete filled steel Tubular Built-up columns

Seismic Behavior of concrete filled steel Tubular Built-up columns

... and axial strain, and fiber strains. The nonlinear characteristics of the element derives entirely from the material nonlinearity fiber stress-strain ...(e.g., concrete cracking, confinement, local ... See full document

236

Geometric and material nonlinear behaviour of steel plates in thin-walled concrete filled box columns

Geometric and material nonlinear behaviour of steel plates in thin-walled concrete filled box columns

... material nonlinear behaviour of steel plates in thin-walled box columns filled with ...clamped steel plates are ...clamped steel plates and a design model is also proposed for ... See full document

8

Compressive Strength of Confined Concrete in CCFST Columns

Compressive Strength of Confined Concrete in CCFST Columns

... The regression values and maximum squared error of the networks with different number of hidden nodes are presented in Figs. 5 and 6. After the pre-acceptance of desirable networks, the best network is Net-6-2. In best ... See full document

8

Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load

Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load

... each steel plate (in ...uniform compression, preliminary tests within the elastic range were conducted by carefully adjusting the position of the specimen, based on the data of the dial gauges and strain ... See full document

37

Elastic Buckling of Steel Columns Under Axial Compression

Elastic Buckling of Steel Columns Under Axial Compression

... of steel columns with three different cross sections, ...conditions, under axial compression has been ...the steel columns have been ... See full document

7

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