scholarly journals Experimental study on structural behaviour of branching steel columns

2020 ◽  
Vol 888 ◽  
pp. 012044
Author(s):  
Ali Abdulmohsin Khamees ◽  
Khalid K. Shadhan
Keyword(s):  
Experimental Study ◽  
Structural Behaviour ◽  
Steel Columns

Stability of steel columns with bolted strengthening under preload: Experimental study

2022 ◽  
Vol 190 ◽  
pp. 107119
Author(s):  
Sizhe Wang ◽  
Qingtian Su ◽  
Xu Jiang ◽  
Elyas Ghafoori
Keyword(s):  
Experimental Study ◽  
Steel Columns

Performance of high strength concrete-filled steel columns exposed to fire

1998 ◽  
Vol 25 (6) ◽  
pp. 975-981 ◽  
Author(s):  
VKR Kodur
Keyword(s):  
Fire Resistance ◽  
High Strength Concrete ◽  
High Strength ◽  
Experimental Program ◽  
Structural Behaviour ◽  
Steel Columns ◽  
Strength Concrete ◽  
Normal Strength ◽  
Concrete Filling ◽  
Hollow Structural Section

Results from an experimental program on the behaviour of high strength concrete-filled steel hollow structural section (HSS) columns will be presented for three types of concrete filling. A comparison will be made of the fire-resistance performance of HSS columns filled with normal strength concrete, high strength concrete, and steel-fibre-reinforced high strength concrete. The various factors that influence the structural behaviour of high strength concrete-filled HSS columns under fire conditions are discussed. It is demonstrated that, in many cases, addition of steel fibres into high strength concrete improves the fire resistance and offers an economical solution for fire-safe construction.Key words: high strength concrete, steel columns, fire-resistance design, high-temperature behaviour, concrete-filled steel columns.

scholarly journals Experimental Study for Structural Behaviour of Precast Lightweight Panel (PLP) Under Flexural Load

2017 ◽  
Vol 216 ◽  
pp. 012035 ◽  
Author(s):  
W I Goh ◽  
N Mohamad ◽  
Y L Tay ◽  
N H A Rahim ◽  
A A Jhatial ◽  
...  
Keyword(s):  
Experimental Study ◽  
Structural Behaviour

scholarly journals REDUCING THE FORCE RESISTANCE OF STEEL COLUMNS IN INDUSTRIAL BUILDINGS WITH CORROSION DAMAGE DURING OPERATION

2020 ◽  
Vol 8 (4) ◽  
pp. 9-13
Author(s):  
Nina Buzalo ◽  
Ivan Gontarenko ◽  
Boris Chernykhovsky
Keyword(s):  
Experimental Study ◽  
Corrosion Damage ◽  
Building Structure ◽  
Safe Operation ◽  
Metal Structures ◽  
Steel Columns ◽  
Industrial Buildings ◽  
Calculation Results

When conducting inspections of metal structures of industrial buildings, one of the most characteristic damages is revealed - corrosion. To assess the degree of serviceability and the possibility of further safe operation of a building structure or a building and structure, it is necessary to correctly assess the danger of corrosion damage and determine the possibility of further operation. To assess the strength resistance of damaged structures, it is necessary to correctly assess the danger of corrosion damage and determine the possibility of further operation. For this purpose, an experimental study of columns with simulated corrosion damage was carried out and compared with the calculation results according to regulatory recommendations.

scholarly journals EXPERIMENTAL STUDY FOR FIRE RESISTANCE OF FIRE RESISTANT STEEL COLUMNS

1992 ◽  
Vol 434 (0) ◽  
pp. 149-158 ◽  
Author(s):  
Yoshifumi SAKUMOTO ◽  
Tanemi YAMAGUCHI ◽  
Tadayoshi OKADA ◽  
Masatomo YOSHIDA ◽  
Shigeki TASAKA ◽  
...  
Keyword(s):  
Experimental Study ◽  
Fire Resistance ◽  
Resistant Steel ◽  
Steel Columns ◽  
Fire Resistant Steel
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