scholarly journals Experimental and Finite Element Studies of Light-gauge Steel Frame Wall Systems under Fire Conditions

2017 ◽  
Author(s):  
Mohamed Rusthi Mohamed Ibralebbe
Keyword(s):  
Finite Element ◽  
Steel Frame ◽  
Fire Conditions

Finite Element Modelling of Wall Panels Under Standard and Hydrocarbon Fire Conditions

2020 ◽  
pp. 469-488
Author(s):  
I. R. Upasiri ◽  
K. M. C. Konthesingha ◽  
K. Poologanathan ◽  
S. M. A. Nanayakkara ◽  
B. Nagaratnam
Keyword(s):  
Finite Element ◽  
Finite Element Modelling ◽  
Element Modelling ◽  
Wall Panels ◽  
Fire Conditions

Advanced Analysis of Steel Frame Structures Comprising Non-Compact Sections

2011 ◽  
Vol 94-96 ◽  
pp. 205-209
Author(s):  
Lian Kun Wang
Keyword(s):  
Finite Element ◽  
Flexural Strength ◽  
Local Buckling ◽  
Element Model ◽  
Steel Frame ◽  
Frame Structures ◽  
Accuracy And Precision ◽  
Steel Frame Structures ◽  
Advanced Analysis ◽  
The Finite Element Model

The conventional advanced analyses assume the sections to be compact, and do not account for the degradation of the flexural strength caused by local buckling. Since the sections of real structures are not always compact, the analysis should be improved to consider local buckling. Based on the finite element model, using flexural tangent and axial tangent modulus to consider the effect of local buckling, a concentrated plasticity method suitable for practical advanced analysis of planer steel frame structures comprising non-compact sections is presented in the paper. The accuracy and precision of the method is established by comparison with steel frame tests.

Front Crash Analysis of a Steel Frame Auto Using a Finite Element Computer Code

1984 ◽  
Author(s):  
Robert Winter ◽  
Jacques Crouzet-Pascal ◽  
Allan B. Pifko
Keyword(s):  
Finite Element ◽  
Computer Code ◽  
Steel Frame ◽  
Crash Analysis ◽  
Front Crash

Study on the Seismic Behavior of Buckling Restrained Braced Steel Frames

2012 ◽  
Vol 446-449 ◽  
pp. 409-413 ◽  
Author(s):  
Guo Qi Liu ◽  
Jian Song
Keyword(s):  
Finite Element ◽  
Energy Consumption ◽  
Seismic Behavior ◽  
Steel Frames ◽  
Steel Frame ◽  
Main Structure ◽  
Finite Element Software ◽  
Suitable Solution

This paper presents a suitable solution of studying on the performance of energy consumption of BRB. The hysteretic curve of BRB is got with finite element software, and is lead into steel frame by virtual hinge. The results show that the BRB has more advantages in reducing the structural displacement and protecting the safety of the main structure compared with the general braces.

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