scholarly journals NUMERICAL MODEL TO PREDICT THE 3-DIMENSIONAL CHARACTERISTICS OF REINFORCED CONCRETE L-SHAPED SHEAR WALLS : Part I "Theoretical model"

1997 ◽  
Vol 62 (493) ◽  
pp. 73-81 ◽  
Author(s):  
Fouad KHAIRALLAH ◽  
Yasuyuki ARAI
Keyword(s):  
Reinforced Concrete ◽  
Theoretical Model ◽  
Numerical Model ◽  
Shear Walls ◽  
3 Dimensional

A versatile numerical model for the nonlinear analysis of squat-to-tall reinforced-concrete shear walls

2021 ◽  
Vol 242 ◽  
pp. 112406
Author(s):  
Floriana Petrone ◽  
Frank McKenna ◽  
Thanh Do ◽  
David McCallen
Keyword(s):  
Reinforced Concrete ◽  
Numerical Model ◽  
Nonlinear Analysis ◽  
Shear Walls

Fire Resistance of Bar-Reinforced Concrete Filled Steel Columns

2008 ◽  
Vol 400-402 ◽  
pp. 757-762
Author(s):  
Lei Xu ◽  
Yu Bin Liu
Keyword(s):  
Reinforced Concrete ◽  
Theoretical Model ◽  
Numerical Model ◽  
Cross Sections ◽  
Fire Resistance ◽  
Steel Columns ◽  
Mechanic Model ◽  
Resistance Analysis ◽  
Standard Fire ◽  
Good Agreement

In this paper a numerical model for fire resistance analysis of bar-reinforced concrete filled steel columns with square and circular cross-sections have been put forward. The model has been validated by testing results. There is a good agreement. Used of the theoretical model, the relations between the fire resistance and various parameters have been analyzed. On the basis of that, formulas for the calculation of the fire resistance of bar-reinforced concrete filled square and circular steel columns under ISO-834 Standard Fire Curves are developed respectively. The calculated results have a good agreement with those of mechanic model and test.

The mathematical modelling of corrosion in hot dip galvanized steel reinforced concrete

2011 ◽  
Vol 2 (1) ◽  
pp. 1-12
Author(s):  
A. Hegyi ◽  
H. Vermeşan ◽  
V. Rus
Keyword(s):  
Mathematical Model ◽  
Reinforced Concrete ◽  
Numerical Model ◽  
Equation System ◽  
Galvanized Steel ◽  
Steel Reinforced Concrete ◽  
Numeric Model ◽  
Physical And Mathematical Models ◽  
Physical Phenomena ◽  
The Mathematical Model

Abstract In this paper we wish to present the numerical model elaborated in order to simulate some physical phenomena that influence the general deterioration of steel, whether hot dip galvanized or not, in reinforced concrete. We describe the physical and mathematical models, establishing the corresponding equation system, the initial and boundary conditions. We have also presented the numeric model associated to the mathematical model and the numeric methods of discretization and solution of the differential equations system that describes the mathematical model.

Analytical study of tessellated structural-architectural reinforced concrete shear walls

2021 ◽  
Vol 244 ◽  
pp. 112768
Author(s):  
Mohammad Syed ◽  
Mohammad Moeini ◽  
Pinar Okumus ◽  
Negar Elhami-Khorasani ◽  
Brandon E. Ross ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Analytical Study ◽  
Shear Walls

Experimental Study of Shear-Critical Reinforced-Concrete Shear Walls under Tension-Bending Shear-Combined Cyclic Load

2020 ◽  
Vol 146 (5) ◽  
pp. 04020047
Author(s):  
Xin Nie ◽  
Jia-Ji Wang ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Y. L. Mo ◽  
...  
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Cyclic Load ◽  
Shear Walls
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